Loading...
Ord 41-2012 8/21/2012 ORDINANCE NO. 41-2012 Ordinance Amending Sections 102-109 And 102-110 Of The Code Of Ordinances Of The City Of Wichita Falls, Which Provide For Altered Speed Limits; Providing For Codification; And Declaring An Emergency WHEREAS, Texas Transportation Code § 545.351(a) provides that "an operator may not drive at a speed greater than is reasonable and prudent under the circumstances then existing." WHEREAS, relevant parts of Texas Transportation Code § 545.352 provide for default prima facie speed limits in cities as follows: (a) A speed in excess of the limits established by Subsection (b) or under another provision of this subchapter is prima facie evidence that the speed is not reasonable and prudent and that the speed is unlawful. (b) Unless a special hazard exists that requires a slower speed for compliance with Section 545.351(b), the following speeds are lawful: (1) 30 miles per hour in an urban district on a street other than an alley and 15 miles per hour in an alley; (2) except as provided by Subdivision (4), 70 miles per hour on a highway numbered by this state or the United States outside an urban district, including a farm-to-market or ranch-to-market road; (3) except as provided by Subdivision (4), 60 miles per hour on a highway that is outside an urban district and not a highway numbered by this state or the United States; (d). . . (3) "Urban district" means the territory adjacent to and including a highway, if the territory is improved with structures that are used for business, industry, or dwelling houses and are located at intervals of less than 100 feet for a distance of at least one-quarter mile on either side of the highway. WHEREAS, relevant parts of Texas Transportation Code § 545.356, Authority of Texas Transportation Commission to Alter Speed Limits, provide: (a) If the Texas Transportation Commission determines from the results of an engineering and traffic investigation that a prima facie speed limit in this subchapter is unreasonable or unsafe on a part of the highway system, the commission, by order recorded in its minutes, and except as provided in Subsection (d), may determine and declare: (1) a reasonable and safe prima facie speed limit; and (2) another reasonable and safe speed because of wet or inclement weather. (b) In determining whether a prima facie speed limit on a part of the highway system is reasonable and safe, the commission shall consider the width and condition of the pavement, the usual traffic at the affected area, and other circumstances. (c) A prima facie speed limit that is declared by the commission under this section is effective when the commission erects signs giving notice of the new limit. A new limit that is enacted for a highway under this section is effective at all times or at other times as determined. (d) Except as provided by Subsection (h-1) , the commission may not: (1) modify the rules established by Section 545.351(b); (2) establish a speed limit of more than 75 miles per hour; or (3) increase the speed limit for a vehicle described by Section 545.352(b)(4). (e) The commission, in conducting the engineering and traffic investigation specified by Subsection (a), shall follow the "Procedure for Establishing Speed Zones" as adopted by the commission. The commission may revise the procedure to accommodate technological advancement in traffic operation, the design and construction of highways and motor vehicles, and the safety of the motoring public. WHEREAS, relevant parts of Texas Transportation Code § 545.356, Authority of Municipality to Alter Speed Limits, provide: (a) The governing body of a municipality, for a highway or part of a highway in the municipality, including a highway of the state highway system, has the same authority to alter by ordinance prima facie speed limits from the results of an engineering and traffic investigation as the Texas Transportation Commission on an officially designated or marked highway of the state highway system. The governing body of a municipality may not modify the rule established by Section 545.351(a) or establish a speed limit of more than 75 miles per hour. (b) The governing body of a municipality, for a highway or part of a highway in the municipality, including a highway of the state highway system, has the same authority to alter prima facie speed limits from the results of an engineering and traffic investigation as the commission for an officially designated or marked highway of the state highway system, when the highway or part of the highway is under repair, construction, or maintenance. A municipality may not modify the rule established by Section 545.351(a) or establish a speed limit of more than 75 miles per hour. WHEREAS, the City Council finds the attached Engineering and Traffic Investigations have been prepared in accordance with the "Procedure for Establishing Speed Zones" adopted by the Texas Transportation Commission; WHEREAS, the City Council finds and determines from the results of the attached Engineering and Traffic Investigations that the default prima facie speed limits established pursuant to state law that differ from the altered prima facie speed limits established in the zones described in Section 1 of this ordinance are unreasonable or unsafe, and further determines that the speed limits described in Section 1 , which are the recommended speed limits of the attached Engineering and Traffic Investigations, are reasonable and safe; WHEREAS, the City Council finds that the maps attached to each of the Engineering and Traffic Engineering Investigations constitute "strip maps" in compliance with the "Procedure for Establishing Speed Zones" adopted by the Texas Transportation Commission; and WHEREAS, the City Council finds that the attached documents constitute all state-required documentation necessary to establish altered prima facie speed limits at the locations described in this ordinance. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WICHITA FALLS, TEXAS, THAT: 1. Amendment to Sections 102-109 & 102-110 Sections 102-109 and 102-110 of the Code of Ordinances of the City of Wichita Falls are amended to read as follows: Section 102-109. Altered Prima Facie Speed Limits (a) For purposes of this section, the term "highway" shall refer to all publicly dedicated streets, roads, and alleys within the City. (b) In accordance with state law pursuant to engineering and traffic investigations performed by the City's traffic engineering division, the prima facie speed limits are hereby altered to apply in the speed zones on parts of City highways as described in Table 102-109(b) Speed Zones. (c) In accordance with state law pursuant to engineering and traffic investigations performed by the City's traffic engineering division, the altered prima facie speed limits for school speed zones on parts of City highways described in Table 102- 109(c) School Speed Zones, shall apply at such times and places as each described school speed zone is active. The City's traffic engineering division shall establish the times in which each described school zone is active, and said speed zones shall be applicable in accordance with signs placed that give notice thereof. (d) Prima facie speed limits established under sections (b) and (c) shall be enforceable when appropriate signs giving notice thereof are erected in accordance with state laws and regulations. Section 102-110. Authority to establish Temporary Speed Limits The City's traffic engineering division may determine and declare temporary reasonable and safe speed limits to the maximum extent allowable pursuant to state law. Such change shall be effective at all times when appropriate signs giving notice thereof are erected. Table 102-109(b) Speed Zones Altered Prima Name of Zone Location of Zone Facie Speed Limit MP 9th Street Zone#1 From the intersection of 9th and Van Buren to the intersection of 9th and Seymour Highway 35 Anchor Rd Zone#1 From the intersection of Anchor and Barnett to the intersection of Anchor and Turtle Creek 45 Armstrong Zone#1 From the intersection of Armstrong and FM 890 to 2300 feet north of the intersection of Armstrong and FM 45 Dr 890 Barnett Rd Zone#1 From the intersection of Barnett and Seymour Highway north to the city limits 55 Barnett Rd Zone#2 From the intersection of Barnett and Kell East to the intersection of Barnett and Seymour Highway 45 Barnett Rd Zone#3 From the intersection of Barnett and Southwest to the intersection of Barnett and Kell East 45 Barnett Rd Zone#4 From the intersection of Barnett and Southwest to the intersection of Barnett and Bayberry 40 Brook Ave Zone#1 From the intersection of Brook and Kell West to the intersection of Brook and Huff 35 Call Field Rd Zone#1 From the intersection of Call Field and Kemp to the intersection of Call Field and Fairway 35 City View Zone#1 From the intersection of City View and Old Iowa Park to the intersection of City View and US 287 40 Dr City View Zone#2 From the intersection of City View and US 287 to the intersection of City View and Airport 35 Dr City View Zone#3 From the intersection of City View and Airport to the intersection of City View and Kiel 45 Dr City View Zone#4 From the intersection of City View and Kiel to the intersection of City View and Reilly 50 Dr Duncan St/ Zone#1 From the intersection of Duncan and Rosewood to the intersection of Duncan/3rd and Martin Luther King 35 3rd Fairway Zone#1 From 150 feet north of the intersection of Fairway and Harbor to the intersection of Fairway and Kell West 40 Blvd Fairway Zone#2 From the intersection of Fairway and Kell West to the intersection of Fairway and Seymour Highway 45 Blvd Galveston St Zone#1 From the intersection of Galveston and East Scott to the intersection of Galveston and Central Freeway East 35 Galveston St Zone#2 From the intersection of Galveston and Central Freeway East to the intersection of Galveston and Kell 40 Freeway East Hamilton Zone#1 From the intersection of Hamilton and Hampstead to 600 feet northeast of the intersection of Hamilton and 40 Blvd Berkeley Harding St Zone#1 From the intersection of Harding and the Emanuel Davis Overpass to the intersection of Harding and Linda 40 Harding St Zone#2 From the intersection of Harding and Linda east to the city limits 45 Hatton Rd Zone#1 From the intersection of Hatton and Jacksboro Highway to the intersection of Hatton and Bonny 40 Hatton Rd Zone#2 From the intersection of Hatton and Bonny east to the city limits 45 Huntington Zone#1 From the intersection of Huntington and Reilly south to the intersection of Huntington and US 287 50 Ln Johnson Rd Zone#1 From the intersection of Johnson and Barnett to the intersection of Johnson and Fairway 40 Kemp Blvd Zone#1 From the intersection of Kemp and Southwest to the intersection of Kemp and Seymour Highway 40 Kiel Ln Zone#1 From the intersection of Kiel and Wellington to the intersection of Kiel and City View 50 Kovarik Rd Zone#1 From the intersection of Kovarik and Barnett west to the city limits near the intersection of Kovarik and 45 Arena Lake Park Dr Zone#1 From the intersection of Lake Park and Southwest to the intersection of Lake Park and Midwestern 35 Lawrence Rd Zone#1 From the intersection of Lawrence and Kell Freeway East to the intersection of Lawrence and Call Field 35 Maplewood Zone#1 From the intersection of Maplewood and Southwest to the intersection of Maplewood and Lawrence 35 Ave McNeil Ave Zone#1 From the intersection of McNeil and Seymour Highway to the intersection of McNeil and Call Field 35 Midwestern Zone#1 From the intersection of Midwestern and Kemp to the intersection of Midwestern and Eureka 35 Pkwy Midwestern Zone#2 From the intersection of Midwestern and Henry S.Grace Service Road to the intersection of Midwestern and 40 Pkwy Council Missile Rd Zone#1 From the intersection of Missile and Central Freeway to the intersection of Missile and Burkburnett 45 North Beverley Zone#1 From the intersection of N Beverley and Iowa Park to the intersection of N Beverley and Loop 11 45 Drive Parkhill Rd Zone#1 From the intersection of Parkhill and Kovaric to the intersection of Parkhill and Seymour Highway 40 Rathgeber Zone#1 From the intersection of W Rathgeber and Archer City Highway east to the city limits 40 Rd Reilly Rd Zone#1 From the intersection of Reilly and Central Freeway west to the city limits 55 River Rd Zone#1 From the intersection of Duncan and River Rd.,northeast to the city limits 35 Seymour Rd Zone#1 From the intersection of Seymour and Seymour Highway to the intersection of Seymour and Indian Heights 40 Sheppard Zone#1 From the intersection of Sheppard Access and Old Iowa Park to the intersection of Sheppard Access and 45 Access Rd Spur 325 Stone Lake Zone#1 From the intersection of Stone Lake and Southwest to the intersection of Stone Lake and W Rathgeber 35 Dr Taft Blvd Zone#1 From the intersection of Taft and Kell East to the intersection of Taft and Hampstead 35 Taft Blvd Zone#2 From the intersection of Taft and Midwestern to the intersection of Taft and Southwest 40 Turtle Creek Zone#1 From the intersection of Turtle Creek and Seymour Highway to the intersection of Turtle Creek and Anchor 45 Rd Wellington Zone#1 From the intersection of Northwest Freeway to the intersection of Wellington and Kiel 50 Ln Wellington Zone#2 From the intersection of Wellington and Kiel to the intersection of Wellington and Reilly 50 Ln Windthorst Zone#1 From the intersection of Windthorst and E Scott to the intersection of Windthorst and Hatton 45 Rd Table 102-109(c) School Speed Zones Altered Prima Name of Zone Street Location of Zone Facie Speed Limit (MPH) Alamo Elementary School Zone#1 1 lth St From 69 feet cast of the intersection of Harrison and 1 Ith to 33 feet west of the intersection of Denver and 1 Ith 20 Alamo Elementary School Zone#2 Van Buren From 224 feet south ofthe intersection of Van Buren and 1 lth to the intersection of Van Buren and 1 lth 20 St Christ Academy Zone#1 Stonclake Dr From 20 feet south ofthe intersection of Stonclake and Bartley to 238 feet south ofthe intersection of Stonclake and 20 Rockcreek City View Elementary School Zone#1 City View From 288 south of the intersection of City View and Crescent to 394 feet north of the intersection of City View and Iowa 25 Dr Park City View High School Zone#1 cityDView From the intersection of City View and Longview to 275 feet south ofthe intersection of City View and Wrangler 25 Crockett Elementary School Zone#1 Hayes St From 47 feet northeast ofthe intersection of Hayes and Avenue K to 204 feet southwest ofthe intersection of Hayes and 20 Avenue H Crockett Elementary School Zone#2 Seymour Rd From 120 feet east of the intersection of Seymour and Harriet to 202 feet northeast of the intersection of Seymour and 20 Beverly/Garfield Crockett Elementary School Zone#3 Seymour Rd From 13 feet east of the intersection of Seymour and Arthur to 39 feet west ofthe intersection of Avenue K and Hayes 20 /Avenue K Cunningham Elementary Zone#1 McNeil Ave From 23 feet south ofthe intersection of McNeil and Rubsam to 101 feet south ofthe intersection of McNeil and Pool 20 School Cunningham Elementary Zone#2 Pool St From 222 feet east ofthe intersection of Pool and Hughes to 172 feet west ofthe intersection of Pool and McNeil 20 School Cunningham Elementary Zone#3 Phillips Dr From 301 feet west ofthe intersection of Phillips and Hughes to the intersection of Phillips and McNeil 20 School Fain Elementary School Zone#1 Norman St From 250 feet east ofthe intersection of Norman and Nursery to 134 feet east ofthe intersection of Norman and Alamo 20 Farris Developmental Center Zone#1 Burkburnett From 204 feet northwest ofthe intersection ofBurkburnett and Jefferson to 180 feet southeast ofthe intersection of 20 Rd Burkburnett and Lincoln Fowler Elementary School Zone#1 Cypress Ave From 45 feet south ofthe intersection of Cypress and Tower to the intersection of Cypress and Langford 20 Fowler Elementary School Zone#2 Langford Ln From 119 feet east of the intersection of Langford and Indigo to 163 feet southeast ofthe intersection of Langford and 20 Cypress Fowler Elementary School Zone#3 Tower Rd From 124 feet east ofthe intersection of Tower and Lovers to the intersection of Tower and Cypress 20 Fowler Elementary School Zone#4 Ridgeeirest From 142 feet west ofthe intersection of Ridgecrest and Wildflower to the intersection of Ridgecrest and Cypress 20 Fowler Elementary School Zone#5 Sonora Dr Entire street within zone 20 Franklin Elementary School Zone#1 Taft Blvd From 78 feet south ofthe intersection of Taft and Speedway to 29 feet south ofthe intersection of Taft and Clarinda 20 Franklin Elementary School Zone#2 Sp Ave ay From the intersection of Speedway and Taft to the intersection of Speedway and Harrison 20 Franklin Elementary School Zone#3 Martin Blvd From 250 feet northeast of the intersection of Martin and Avondale to the intersection of Martin and Speedway 20 Hirschi High School Zone#1 Burton St From 139 feet east ofthe intersection of Borton and N Beverly to 164 feet east ofthe intersection of Borton and Ridgeway 20 Houston Elementary School Zone#1 Kemp Blvd From 120 feet south ofthe intersection of Kemp and Avenue N to 238 feet south ofthe intersection of Kemp and Avenue 0 25 Houston Elementary School Zone#2 Miami Ave From 35 feet east of the intersection of Miami and Garfield to the intersection of Miami and Grant 20 Houston Elementary School Zone#3 Grant St From I 1 feet south of the intersection of Grant and Avenue N to 42 feet north of the intersection of Grant and Avenue O 20 Jefferson Elementary School/ Fairway Rider High School Zone#1 Blvd From 15 feet south of the intersection of Fairway and Ernest to 45 feet north of the intersection of Fairway and Lockwood 25 Jefferson Elementary School/ Zone#2 Mistletoe Dr From 50 feet north of the intersection of Mistletoe and Chuck to the intersection of Mistletoe and Lindale 20 Rider High School Jefferson Elementary School Zone#3 Johnson Rd From 214 feet east of the intersection of Johnson and Pasadena to 544 feet west of the intersection of Johnson and Fairway 25 Jefferson Elementary School Zone#4 Lindale Dr From 131 feet west of the intersection of Lindale and Briarwood to the intersection of Lindale and Fairway 20 John Tower Elementary Zone#1 Missile Rd From 500 feet west of the intersection of Missile and Hooper to 505 feet east of the intersection of Missile and Hooper 25 School John Tower Elementary Zone#2 Hooper Dr From 367 feet south of the intersection of Hooper and John Tower to the intersection of Hooper and Reilly 20 School John Tower Elementary Zone#3 Reilly Rd From 103 feet east of the intersection of Reilly and Dewey to the intersection of Reilly and Hooper 20 School John Tower Elementary Zone#4 John Tower From the intersection of John Tower and Hooper to the intersection of John Tower and Reilly 20 School Dr Kate Burgess Elementary Zone#1 Maurine St From 244 feet east of the intersection of Maurine and N Beverly to 241 feet east of the intersection of Maurine and Ridgeway 20 School Kate Haynes Elementary Zone#1 Jo Ann Dr From 200 feet north of the intersection of Jo Ann and Katherine to 300 foot south of the intersection of Jo Ann and Katherine 20 School Kate Haynes Elementary Zone#2 Katherine Dr From the intersection of Katherine and Hooper to the intersection of Katherine and Billie 20 School Kirby Junior High School Zone#1 Loop 11 From the intersection of Loop 11 and N Beverly to 400 feet north ofthe intersection of Loop 11 and Ledford 35 Lamar Elementary School Zone#1 Hines Blvd From 224 feet southeast of the intersection of Hines and Lisbon to 107 feet southeast of the intersection of Hines and Lucas 20 Lamar Elementary School Zone#2 Lucas Ave From 206 feet north of the intersection of Lucas and Sunnyside to 139 feet west of the intersection of Lucas and Kimberly 20 McNeil Junior High School Zone#1 Southwest From 524 feet west of the intersection of Southwest and Barnett to I I I feet east of the intersection of Southwest and Cape 35 Pkwy Cod McNeil Junior High School Zone#2 Barnett Rd From 477 feet south of the intersection of Barnett and Montreal to 347 feet north of the intersection of Barnett and Langford 20 Milam Elementary School Zone#1 Rhea Rd From 150 feet north of the intersection of Rhea and Lavell to 150 feet south of the intersection of Rhea and Featherston 20 Milam Elementary School Zone#2 Stearns Ave From the intersection of Stearns and Rhea to the intersection of Sterns and Boren 20 Notre Dame Elementary Zone#1 Lansing From 18 feet southeast of the intersection of Lansing and Kingsbury to 107 feet south of the intersection of Lansing and 20 School Blvd Berwick Notre Dame Elementary Zone#2 York St From 43 feet east of the intersection of York and Belgrave to 37 feet east of the intersection of York and Pennsylvania 20 School Rider High School Zone#3 Cypress Ave From 27 feet south of the intersection of Cypress and Spanish to 152 feet south of the intersection of Cypress and Lindale 20 Rider High School Zone#4 Raider Dr From 78 feet south of the intersection of Raider and Johnson to the intersection of Raider and Cypress 20 Rider High School Zone#5 Lindale Dr From 138 feet west of the intersection of Lindale and Cypress to the intersection of Lindale and Brookdale 20 Scotland Park Elementary Zone#1 N 6th St From the intersection of N 6th and N Central Freeway Access to 171 feet east of the intersection of N 6th and Louis Esquibel 20 School Scotland Park Elementary Zone#2 N 3rd St From 143 feet northeast of the intersection of N 3rd and N Central Freeway Access to 267 feet east of the intersection of N 20 School 3rd and Stratford Scotland Park Elementary Zone#3 Stratford From 140 feet north of the intersection of Stratford and N 6th to 154 feet north of the intersection of Stratford and N 2nd 20 School Ave Scotland Park Elementary Zone#4 N 5th St From 249 feet east of the intersection of N 5th and Stratford to the intersection of N 5th and Louis Esquibel 20 School Scotland Park Elementary Zone#5 N 4th St From 313 feet east of the intersection of N 4th and Stratford to the intersection of N 4th and Stratford 20 School Scotland Park Elementary Louis School Zone#6 Esquibel From 102 feet south of the intersection of Louis Esquibel and N 7th to the intersection of Louis Esquibel and N 3rd 20 Ave Southern Hills Elementary Midwestern From 118 feet northwest of the intersection of Midwestern and 38th to 75 feet west of the intersection of Midwestern and School Zone#1 Pkwy Beth 25 Southern Hills Elementary From 62 feet south of the intersection of Midwestern and Armory to 52 feet north of the intersection of Armory and Windy School Zone#2 Armory Rd Ridge 20 Washington Jackson Zone#1 Harding St From 178 feet east of the intersection of Harding and Williams to 145 feet west of the intersection of Harding and Irene 20 Elementary School West Foundation Elementary Lake From 39 feet northeast of the intersection of Lake Wellington and Coventry to 266 feet west of the intersection of Lake School Zone#1 Wellington Wellington and Stirling 20 Y Wichita Christian Academy Zone#1 Midwestern From 70 feet east of the intersection of Midwestern and Southmoor to 43 feet west of the intersection of Midwestern and 25 Pkwy Manor Wichita Christian Academy Zone#2 Neta Ln From 31 feet north of the intersection of Neta and Jarmon to 128 feet south of the intersection of Neta and Greenbriar 20 Wichita Falls Old High Zone#1 Avenue H From the intersection of Avenue H and Monroe to the intersection of Avenue H and Giddings 20 School Wichita Falls Old High Zone#2 Coyote Blvd From the intersection of Coyote and Avenue F to the intersection of Coyote and Avenue H 20 School Zundy Junior High School Zone#1 Avenue G From 135 feet southeast of the intersection of Avenue G and Fillmore to 173 feet southeast of the intersection of Avenue G 20 and Monroe Zundy Junior High School Zone#2 Avenue H From 30 feet southeast of the intersection of Avenue H and Fillmore to 180 feet northwest of the intersection of Avenue H 20 and Monroe Zundy Junior High School Zone#3 Polk St From 229 feet northeast of the intersection of Polk and Avenue G to 94 feet southwest of the intersection of Polk and Avenue 20 2. Supporting Documentation This ordinance adopts the attached Engineering and Traffic Investigations in support of the above prima facie speed limits and declares that the maps attached to each Engineering and Traffic Engineering Investigations constitute "strip maps" in compliance with the "Procedure for Establishing Speed Zones" adopted by the Texas Transportation Commission. Copies of the aforementioned documents shall be maintained in the office of the City Clerk for public examination and may additionally be posted on the City's internet site, but shall not be codified. 3. Codification Section 1 of this ordinance amends the Code of Ordinances of the City of Wichita Falls and is intended to be part of said Code. Accordingly, the provisions of said Section may be renumbered or relettered to accomplish such intention. The remaining sections of this ordinance are not intended to be codified. 4. Emergency The immediate need to install new signage to ensure continued enforcement of important public safety regulations following changes to supporting documentation creates an emergency, and in order to protect the public health, welfare and to preserve the peace, this ordinance shall take effect immediately, and it is so ordained PASSED AND APPROVED this the 21st day of August, 2012. MAYOR ATTEST: City Clerk Affidavit of Publication THE STATE OF TEXAS #283515 COUNTY OF WICHITA ORDINANCE NO.41-2012 Ordinance Amendin4 Sot 110 tion sOf 0The9 And Code On this 28�h day of August 2012 A D... Ordinances Of The City personally appeared before me the undersigned authority City Of Wichita Falls, � Which Provide For Altered Speed Lim- Kathy Salan, Sales Assistant for the Times Publishing its; Providing For Codification; And De- Company of Wichita Falls, publishers of the Wichita Falls claring An Emergen- cy Times/Record News, a newspaper published at Wichita Falls in Wichita County, Texas, and upon being duly sworn by me, on oath states that the attached advertisement is a true and correct copy of advertising published in 1 day (1) issues hereof on the following date: August 26, 2012 Sales Assistant for Times Publishing Company of Wichita Falls Subscribed and sworn to before me this the day and year first above written: r PAM BUFM NOTARY pUBUC STATE OF TEXAS `` P4 CORM Eq.03.2 -Me ' f Engineering and Traffic Investigations (regular speed zones) Street Location: 9th Street `*, Range: from: VanBuren to Seymour Highway Posted Speed: 35 85% Speed measured at the following locations: Eastbound Westbound Harrison 39.38 41.35 Polk 41.47 38.05 Fillmore 37.72 39.43 Kemp 33.67 38.89 Grant 39.75 Tilden 38.75 37.86 Date: March 29, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, 0[1. hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tr u rin en ent Traffic Engineering Department City of Wichita Falls 43, 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th & Harrison A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the east lane on 9th & Harrison in Wichita Falls, TX in Wichita county. The study began on 01/30/2006 at 09:00 AM and concluded on 01/31/2006 at 09:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,139 vehicles passed through the location with a peak volume of 89 on 01/30/2006 at 12:45 PM and a minimum volume of 0 on 01/31/2006 at 02:00 AM. The AADT Count for this study was 3,139. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 33 mph with 37.2 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.41 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.38 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,932 which represents 99.00 percent of the total classified vehicles. The number of Small Trucks in the study was 23 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 6 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/30/2006 at 12:45 PM the average headway between the vehicles was 10.0 seconds. The slowest traffic period was on 01/31/2006 at 02:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 42 and 84 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th & Harrison A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the West lane on 9th & Harrison in Wichita Falls, TX in Wichita county. The study began on 01/30/2006 at 09:00 AM and concluded on 01/31/2006 at 09:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,247 vehicles passed through the location with a peak volume of 134 on 01/30/2006 at 05:00 PM and a minimum volume of 0 on 01/31/2006 at 02:15 AM. The AADT Count for this study was 4,247. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 34 mph with 47.6 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.94 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 41.35 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,911 which represents 99.00 percent of the total classified vehicles. The number of Small Trucks in the study was 31 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 4 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/30/2006 at 05:00 PM the average headway between the vehicles was 6.67 seconds. The slowest traffic period was on 01/31/2006 at 02:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 42 and 85 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th @ Polk A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the East lane on 9th @ Polk in Wichita Falls, TX in Wichita county. The study began on 08/05/2008 at 01:00 PM and concluded on 08/06/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,748 vehicles passed through the location with a peak volume of 73 on 08/05/2008 at 01:45 PM and a minimum volume of 0 on 08/06/2008 at 03:00 AM. The AADT Count for this study was 2,748. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 51.6 percent exceeding the posted speed of 35 mph. The HI-STAR found 1.02 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 41.47 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,531 which represents 98.90 percent of the total classified vehicles. The number of Small Trucks in the study was 24 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/05/2008 at 01:45 PM the average headway between the vehicles was 12.16 seconds. The slowest traffic period was on 08/06/2008 at 03:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87 and 152 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th @ Polk A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the West lane on 9th @ Polk in Wichita Falls, TX in Wichita county. The study began on 08/05/2008 at 01:00 PM and concluded on 08/06/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,640 vehicles passed through the location with a peak volume of 112 on 08/05/2008 at 04:00 PM and a minimum volume of 0 on 08/06/2008 at 03:30 AM. The AADT Count for this study was 3,640. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph with 27.0 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.75 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 38.05 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,451 which represents 99.30 percent of the total classified vehicles. The number of Small Trucks in the study was 20 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/05/2008 at 04:00 PM the average headway between the vehicles was 7.96 seconds. The slowest traffic period was on 08/06/2008 at 03:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89 and 147 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th & Fillmore A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the East Bound lane on 9th & Fillmore in Wichita Falls, Tx in Wichita county. The study began on 01/30/2006 at 09:00 AM and concluded on 01/31/2006 at 09:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,119 vehicles passed through the location with a peak volume of 87 on 01/30/2006 at 12:45 PM and a minimum volume of 0 on 01/31/2006 at 02:00 AM. The AADT Count for this study was 3,119. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 31 mph with 23.3 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.55 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 37.72 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,854 which represents 98.40 percent of the total classified vehicles. The number of Small Trucks in the study was 36 which represents 1.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 8 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/30/2006 at 12:45 PM the average headway between the vehicles was 10.23 seconds. The slowest traffic period was on 01/31/2006 at 02:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 42 and 84 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th & Fillmore A study of vehicle traffic was conducted with HI-STAR unit number 3708. The study was done in the West Bound lane on 9th & Fillmore in Wichita Falls, Tx in Wichita county. The study began on 01/30/2006 at 09:00 AM and concluded on 01/31/2006 at 09:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,631 vehicles passed through the location with a peak volume of 120 on 01/30/2006 at 05:00 PM and a minimum volume of 0 on 01/31/2006 at 02:30 AM. The AADT Count for this study was 3,631. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph with 33.0 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.74 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.43 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,344 which represents 99.00 percent of the total classified vehicles. The number of Small Trucks in the study was 26 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 3 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/30/2006 at 05:00 PM the average headway between the vehicles was 7.44 seconds. The slowest traffic period was on 01/31/2006 at 02:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 43 and 88 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 N u-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3829. The study was done in the East lane on 9th @ Kemp in Wichita Falls, TX in Wichita county. The study began on 08/07/2008 at 10:30 AM and concluded on 08/08/2008 at 10:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,270 vehicles passed through the location with a peak volume of 33 on 08/07/2008 at 11:15 AM and a minimum volume of 0 on 08/07/2008 at 11:45 PM. The AADT Count for this study was 1,270. SPEED At least half of the vehicles were traveling in the 25- 29 mph range or a lower speed. The average speed for all classified vehicles was 28 mph with 8.89 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.52 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 33.67 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,143 which represents 98.60 percent of the total classified vehicles. The number of Small Trucks in the study was 14 which represents 1.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/07/2008 at 11:15 AM the average headway between the vehicles was 26.47 seconds. The slowest traffic period was on 08/07/2008 at 11:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 130 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the West lane on 9th @ Kemp in Wichita Falls, TX in Wichita county. The study began on 08/07/2008 at 10:30 AM and concluded on 08/08/2008 at 10:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,086 vehicles passed through the location with a peak volume of 305 on 08/07/2008 at 04:45 PM and a minimum volume of 0 on 08/08/2008 at 04:00 AM. The AADT Count for this study was 4,086. SPEED At least half of the vehicles were traveling in the 30 -34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph with 32.5 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.90 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 38.89 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,179 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 24 which represents 1.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 10 which represents 0.50 percent of the total classified vehicles. The number of Tractor Trailers in the study was 6 which represents 0.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/07/2008 at 04:45 PM the average headway between the vehicles was 2.94 seconds. The slowest traffic period was on 08/08/2008 at 04:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 84 and 137 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 9th A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the East lane on 9th at Grant in Wichita Falls, TX in Wichita county. The study began on 08/13/2008 at 10:00 AM and concluded on 08/14/2008 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,061 vehicles passed through the location with a peak volume of 25 on 08/13/2008 at 12:30 PM and a minimum volume of 0 on 08/14/2008 at 12:00 AM. The AADT Count for this study was 1,061. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph with 29.9 percent exceeding the posted speed of 35 mph. The HI-STAR found 3.97 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.75 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 811 which represents 97.60 percent of the total classified vehicles. -I-he number of Small Trucks in the study was 15 which represents 1.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/13/2008 at 12:30 PM the average headway between the vehicles was 34.62 seconds. The slowest traffic period was on 08/14/2008 at 12:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 144 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:9th @ Tilden A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the Eastbound lane at 9th @ Tilden in Wichita Falls, TX in Wichita county. The study began on Feb/09/10 at 10:00 and concluded on Feb/10/10 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1251 vehicles passed through the location with a peak volume of 35 on Feb/09/10 at [15:00-15:15] and a minimum volume of 0 on Feb/10/10 at [00:30-00:45].The AADT count for this study was 1,251. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 30.45% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.12 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.75 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 12 23 95 284 454 256 70 22 9 9 7 3 2 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1207 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 41 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1207 38 0 2 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/09/10 at [15:00-15:15] the average headway between vehicles was 25 seconds. During the slowest traffic period, on Feb/10/10 at [00:30-00:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 35.00 and 68.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 10:37 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:9TH @ Tilden A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the westbound lane at 9TH @ Tilden in Wichita Falls, TX in Wichita county. The study began on Feb/09/10 at 10:00 and concluded on Feb/10/10 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1026 vehicles passed through the location with a peak volume of 32 on Feb/09/10 at [17:15-17:30] and a minimum volume of 0 on Feb/10/10 at [00:00-00:15]. The AADT count for this study was 1,026. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 22.48% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.27 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.86 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > O 13 47 115 302 316 133 53 14 9 8 6 5 0 2 CHART I CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 985 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 38 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 985 33 3 2 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/09/10 at [17:15-17:30] the average headway between vehicles was 27.273 seconds. During the slowest traffic period, on Feb/10/10 at [00:00-00:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 33.00 and 72.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 10:36 Page: 1 9th Street Speed Limit Map 1 O L 1 C L LI 0 .,,, _ I i on: lUM 7 W/ -� \ .`� I 1 LEi • • --,7 - --- r. 35 I E _ ;I / I Q. -LLEg q1141, ..",...,74,...,,,, / .7„,......„./ / 1- ...-.---- -... ."."--.......„ i".."*--...,....,,,, rimal-)4--.....', / il.C' I li _ r k......____ 1 ,..p. ----- _ 7---- -, ,., / 1 • ,, 4 A m �,Ox190 750 10.075 / , . 1,* 9th Street Speed Limit Map 2 , Ca C, , W t: C: • \\I\ e a. . . . I :14 ..- . . _ , § •:. ,- 4 5 3 -.---•"-----..- .,%• V _i \ ? I 1 ti \ f ir I ....,„ ,...1 ____Q, r., c\ -- ,-, ab N. H .,. (,tv:) • , _c•I '35_ _ 1 'li a I I _ N , 1 I I 0 TH'_-T ALLEY / \ rf NV cri '',........, J .. 0., . 0 .,. ...., I p- 1 ) 61 'MT / t3 1.. , -0 11 A Zi t. 7.4. , 7- --$74:1:1:1503750 0.07 des / / • Street Location: Anchor Range: from: Turtle Creek To: Barnett Posted Speed: 45 85% Speed measured at the following locations: Eastbound Westbound Near Tracks: 49.1 45.0 Date: May 21, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85u.' percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85u.' percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra c enntendent Traffic Engineering Department City of Wichita Falls 5/21/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Anchor Road A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Eastbound lane at Anchor Road in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/03/12 at 08:33, lasting a total of 20.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 172 vehicles passed through the location with a peak volume of 8 on Apr/02/12 at [17:33-17:48] and a minimum volume of 0 on Apr/02/12 at [13:03-13:18]. The AADT count for this study was 201. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 11.70% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.75 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 49.12 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 1 4 38 16 30 27 34 14 3 0 1 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 163 which represents 95 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 8 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 183 7 0 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [17:33-17:48] the average headway between vehicles was 100 seconds. During the slowest traffic period, on Apr/02/12 at [13:03-13:18] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68,00 and 121.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/23/1211:59 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Anchor Road near track A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Westbound lane at Anchor Road near track in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 77 vehicles passed through the location with a peak volume of 8 on Mar/01/12 at [17:15-17:30] and a minimum volume of 1 on Mar/01/12 at [16:30-16:45]. The AADT count for this study was 370. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 4.11% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 45.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 0 3 11 24 16 7 8 1 2 - 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 65 which represents 89 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Milers in the study was 8 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 65 5 1 1 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [17:15-17:30] the average headway between vehicles was 100 seconds. During the slowest traffic period, on Mar/01/12 at [16:30-16:45] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 93.00 degrees F. Apr/23/12 11:58 Page: 1 Anchor Road Speed Limit Map I µ T:. •1.11 0 = tr a a m au 0,0W:13750 0.075 Miles Street Location: Armstrong Range: from: FM 890 To: Municipal Airport Parking Lot Posted Speed: 45 85% Speed measured at the following locations: Northbound Southbound Near 3601: 46.8 50.9 Date: May 21, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85"' percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85"'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tr perinten en Traffic Engineering Department City of Wichita Falls 5/21/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Armstrong A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Southbound lane at Armstrong in Wichita Falls, TX in Wichita county. The study began on May/09/12 at 10:00 and concluded on May/10/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 363 vehicles passed through the location with a peak volume of 37 on May/09/12 at [17:15-17:30] and a minimum volume of 0 on May/09/12 at [21:30-21:45]. The AADT count for this study was 363. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 43 MPH with 16.85% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.93 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 50.91 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 2 11 42 81 10263 33 21 5 1 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 333 which represents 92 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 29 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 333 26 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/09/12 at [17:15-17:30] the average headway between vehicles was 23.684 seconds. During the slowest traffic period, on May/09/12 at [21:30-21:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 58.00 and 113.00 degrees F. May/21/12 09:16 Page: 1 • Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Armstrong A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Northbound lane at Armstrong in Wichita Falls, TX in Wichita county. The study began on May/09/12 at 10:00 and concluded on May/10/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 362 vehicles passed through the location with a peak volume of 28 on May/10/12 at [08:00-08:15] and a minimum volume of 0 on May/09/12 at [18:15-18:30]. The AADT count for this study was 362. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 5.54% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.28 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 46.88 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 2 5 20 61 91 106 56 11 8 0 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 314 which represents 87 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 47 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 314 44 2 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [08:00-08:15] the average headway between vehicles was 31.034 seconds. During the slowest traffic period, on May/09/12 at [18:15-18:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 138.00 degrees F. May/21/12 09:16 Page: 1 Armstrong Speed Zone Map .• �I m M:IIFII Et:T no 0 Street Location: Barnett Range: from: Seymour Highway To: Out of the City Limit Posted Speed: 55 85% Speed measured at the following locations: Northbound Southbound Kovarik: 65.0 55.1 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. This segment of Barnett Road is also State Road FM 1634 thus it is maintained by TXDOT. Our data indicates that the current posted speed limit of 55 MPH limit is appropriate for this roadway segment. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traff erinten en Traffic Engineering Department City of Wichita Falls 7/25/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett @ Kovarik A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Northbound lane at Barnett @ Kovarik in Wichita Falls, TX in Wichita county. The study began on Apr/24/12 at 11:00 and concluded on Apr/24/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 258 vehicles passed through the location with a peak volume of 27 on Apr/24/12 at [12:15-12:30] and a minimum volume of 14 on Apr/24/12 at [12:00-12:15]. The AADT count for this study was 2,064. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 55- 65 MPH range or lower. The average speed for all classifed vehicles was 55 MPH with 15.23% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 15.23 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 55MPH and the 85th percentile was 65.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 3 12 13 7 5 12 47 118 22 10 7 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 188 which represents 73 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Milers in the study was 68 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 188 62 4 2 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/24/12 at [12:15-12:30] the average headway between vehicles was 32.143 seconds. During the slowest traffic period, on Apr/24/12 at [12:00-12:15] the average headway between vehicles was 60 seconds. WEATHER The roadway surface temperature over the period of the study varied between 109.00 and 130.00 degrees F. May/21/12 09:23 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Bamett Gm Kovarik A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Southbound lane at Barnett © Kovarik in Wichita Falls, TX in Wichita county. The study began on Apr/24/12 at 11:00 and concluded on Apr/24/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 253 vehicles passed through the location with a peak volume of 30 on Apr/24/12 at [12:00-12:15] and a minimum volume of 14 on Apr/24/12 at [11:30-11:45]. The AADT count for this study was 2,024. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45- 50 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 0.40% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 0.40 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 55.51 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 1 24 5 5 6 30 74 65 39 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 229 which represents 91 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 23 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 7)9 22 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/24/12 at [12:00-12:15] the average headway between vehicles was 29.032 seconds. During the slowest traffic period, on Apr/24/12 at [11:30-11:45] the average headway between vehicles was 60 seconds. WEATHER The roadway surface temperature over the period of the study varied between 105.00 and 128.00 degrees F. May/21/12 09:23 Page: 1 ist Barnett Speed Limit Map 4 6 • 'V 0'°‘ 11 I\ g if/ li'llik • .ss ,.7--'W.1. i ' ) I\\s, i i\ i r /7.'\-\\ r I• ,rillid. 1 re , RoGeMall:..,.I C.3, mi/Tua4 IN, - - LISA LN --.-(- I- 'sr- SliADYL N V: .r; 4) . 44,--,1,2•Zo:0:1 rib ,..! r,w6, / CHAPARRAL LN cmv,co T-Rs US Clik — a, 1 1 _ d . ... _ 0 - la ,.ultGliERINGCREEKLN g— T 5r. z CA WON IIIL UST CT ir q: -1. ... 1 oc:' X as US I,. dri:\ .4, 4,S\le4.' Ln Ln 1.-., PRIME 45 po\Atm(RD iL2 it, o 1 ku Cr - .1;§>-'43%k5:" ra d-• 4 0 -1---; i r.il; OV E sr ,.,1.0. •—• 2 R 4 II D P A, % - ;- 4- -.--•----' al .o — 4:o-15 lz.4, .• _ ., 1 lir 4 1 I 1.1 ii 1 1 m 1 1 1 11 Street Location: Barnett Range: from: Kell East To: Seymour Highway Posted Speed: 45 85% Speed measured at the following locations: Northbound Southbound Lake Wellington 49.14 49.09 Date: April 23, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra c uperinten en Traffic Engineering Department City of Wichita Falls 5/21/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Barnett @ Lakewellington A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the sb/ri lane at Barnett @ Lakewellington in Wichita Falls, TX in Wichita county. The study began on May/25/11 at 11:50 and concluded on May/26/11 at 11:50, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 949 vehicles passed through the location with a peak volume of 34 on May/26/11 at [07:50-08:05] and a minimum volume of 0 on May/26/11 at [00:05-00:20].The AADT count for this study was 949. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 43 MPH with 10.33% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.66 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 49.09 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 4 2 5 11 47 170 341 236 76 12 5 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 874 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 36 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 874 33 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/26/11 at [07:50-08:05] the average headway between vehicles was 25.714 seconds. During the slowest traffic period, on May/26/11 at [00:05-00:20] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 125.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 10:40 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Barnett @ Lakewellington A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the nb/It lane at Barnett @ Lakewellington in Wichita Falls, TX in Wichita county. The study began on May/25/11 at 11:40 and concluded on May/26/11 at 11:40, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1491 vehicles passed through the location with a peak volume of 45 on May/26/11 at [07:40-07:55] and a minimum volume of 0 on May/26/11 at [00:25-00:40].The AADT count for this study was 1,491. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 43 MPH with 10.33% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.90 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 49.14 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 4 5 7 15 78 284 514 395 110 27 7 5 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1423 which represents 98 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 29 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1423 25 1 3 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/26/11 at [07:40-07:55] the average headway between vehicles was 19.565 seconds. During the slowest traffic period, on May/26/11 at [00:25-00:40] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 126.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 10:40 Page: 1 Barnett Speed Limit Map 3 a Ge L 11 % ...- Lc) ...3e... 0 -._-_---------- ----..:--- ' N-CI.tt.- CATHEDRAL L N 810 HUD DR 1- 0 ALLEY I ce CI DEL ROTRL .,) 'AWE RFORD DR../ ALLEY f-,,..•? .„.._j_ ORA I.ST ,d'A, # LANC.0STER Lli •1,. . WEST'Om: 1 Le -.7 ,Ake c.,,,,:7i:,NOTION FI,ANY ,a1:-''' ''•-...... ,•• t'-"---- f-- , 0_, •-* ) / \'-,- ,, I.- _ ! 1 t f, _2 7-''' GR0*.ri RIDGE DR\-.... 751 ....--0 .-- x _ WAKEFIELD LH i i ItMlik- ' ' ' 4 .6 --- _---___-- % EXPRESS L.,.NE n „-,F,„-,•:.:Y L.k'..2 V i .7 e OREL'...— • - • , ., a 1 I — ---- KELL invo wo . Kis KILL To 9.k. •--- Kv.i.f • 0 KELL Mir.'E inf-----------._____ 2241soulouu _,_._. _...__,__---------------------;:: l'- ------- KELL a T"n E —, — / „,gcM-WchISCIP. 0.0 /Jo: -.0 I 0 Miles m se Street Location: Barnett Range: from: Southwest Parkway To: Kell East Posted Speed: 40 MPH Recommended Speed: 45 MPH 85%Speed measured at the following locations: Northbound Southbound Near El Capitan 48.3 48.1 Johnson 42.6 42.7 Date: April 23, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`" percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 859.' percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traff p nnte Traffic Engineering Department City of Wichita Falls 7/13/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Bamett @ Johnson A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Northbound lane at Barnett @ Johnson in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 15:00 and concluded on Jul/12/12 at 17:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 199 vehicles passed through the location with a peak volume of 35 on Jul/12/12 at [16:00-16:15] and a minimum volume of 19 on Jul/12/12 at [15:15-15:30]. The AADT count for this study was 2,388. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 2.01% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.50 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.68 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 21 48 78 41 7 2 1 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 181 which represents 91 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 18 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 181 18 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [16:00-16:15]the average headway between vehicles was 25 seconds. During the slowest traffic period, on Jul/12/12 at [15:15-15:30] the average headway between vehicles was 45 seconds. WEATHER The roadway surface temperature over the period of the study varied between 121.00 and 134.00 degrees F. Jul/13/12 10:29 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett as Johnson A study of vehicle traffic was conducted with HI-STAR unit number 3231. The study was done in the Southbound lane at Barnett @ Johnson in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 15:00 and concluded on Jul/12/12 at 17:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 506 vehicles passed through the location with a peak volume of 86 on Jul/12/12 at [16:30-16:45] and a minimum volume of 42 on Jul/12/12 at [15:00-15:15]. The AADT count for this study was 6,072. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 1.19% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 42.76 MPH. < 1 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 3 19 66 147 139 96 27 4 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 451 which represents 90 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 52 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 451 52 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [16:30-16:45] the average headway between vehicles was 10.345 seconds. During the slowest traffic period, on JuU12/12 at [15:00-15:15] the average headway between vehicles was 20.93 seconds. WEATHER The roadway surface temperature over the period of the study varied between 125.00 and 142.00 degrees F. Jul/13/12 10:29 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett between Johnson & 369 A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the North lane on Barnett between Johnson & 369 in Wichita Falls, TX in Wichita county. The study began on 07/24/2008 at 08:30 AM and concluded on 07/25/2008 at 08:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,711 vehicles passed through the location with a peak volume of 176 on 07/25/2008 at 07:45 AM and a minimum volume of 2 on 07/25/2008 at 02:45 AM. The AADT Count for this study was 4,711. SPEED At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 41 mph with 62.2 percent exceeding the posted speed of 40 mph. The HI-STAR found 2.13 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 48.30 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,531 which represents 98.70 percent of the total classified vehicles. The number of Small Trucks in the study was 48 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 4 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 9 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/25/2008 at 07:45 AM the average headway between the vehicles was 5.08 seconds. The slowest traffic period was on 07/25/2008 at 02:45 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 143 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett between Johnson & 369 A study of vehicle traffic was conducted with HI-STAR unit number 3831. The study was done in the South lane on Barnett between Johnson & 369 in Wichita Falls, TX in Wichita county. The study began on 07/24/2008 at 08:30 AM and concluded on 07/25/2008 at 08:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,440 vehicles passed through the location with a peak volume of 149 on 07/24/2008 at 05:15 PM and a minimum volume of 2 on 07/25/2008 at 03:00 AM. The AADT Count for this study was 4,440. SPEED At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 42 mph with 65.1 percent exceeding the posted speed of 40 mph. The HI-STAR found 1.74 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 48.12 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,169 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 55 which represents 1.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 9 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 14 which represents 0.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/24/2008 at 05:15 PM the average headway between the vehicles was 6.0 seconds. The slowest traffic period was on 07/25/2008 at 03:00 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 143 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Barnett Speed Limit Map 2 HELL a Luc'E .2—, yr. i.k'lt01/ti(Q _........... „,—....7/ Ni iry.-- a .7'7 OW C 0 x sr r �P' '' a '" ` f44i2;\T ixF 7,27,7 JON1G0N RD 40 I s" I y :-`- ,(c,.' inCL CAPITAN DR zi . OM' t. . ., ‘, - o tg , _ l 3-- g Po�@Dlq. soR- ' a Jç'1 ALE' -7 r i ceCf o Y 5 �' 90L Tt es*4kWY- t 1 �j '� sJ 7 ^—_ \fib\ :),,i,,/ al E v eANARATI 0337....a 0 `�\,0175 75 s Street Location: Barnett Range: from: Bayberry To: Southwest Parkway Posted Speed: 35 Recommended Speed: 40 MPH 85%Speed measured at the following locations: Northbound Southbound Langford 44.3 43.4 Whisperwind 45.5 49.3 Date: April 23, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra c u erintenden Traffic Engineering Department City of Wichita Falls 7/27/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Barrnett@ Langford A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the nd lane at Barrnett@ Langford in Wichita Falls, TX in Wichita county. The study began on May/25/11 at 10:50 and concluded on May/26/11 at 10:50, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1711 vehicles passed through the location with a peak volume of 78 on May/26/11 at [07:35-07:50] and a minimum volume of 0 on May/26/11 at [00:20-00:35].The AADT count for this study was 1,711. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 11.54% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.77 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.30 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 4 5 30 138 364 537 424 131 36 16 7 6 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1425 which represents 84 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 273 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1425 254 13 4 2 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/26/11 at [07:35-07:50] the average headway between vehicles was 11.392 seconds. During the slowest traffic period, on May/26/11 at [00:20-00:35] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 130.00 degrees F. Feb/22/12 10.39 Page 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Barnett @ Langford A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the sb. lane at Barnett @ Langford in Wichita Falls, TX in Wichita county. The study began on May/17/11 at 09:00 and concluded on May/18/11 at 09:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2443 vehicles passed through the location with a peak volume of 107 on May/17/11 at [17:15-17:30] and a minimum volume of 0 on May/18/11 at [01:00-01:15].The AADT count for this study was 2,443. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 25.33% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.75 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.49 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 38 129 429 415 338 454 357 163 58 16 10 8 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2179 which represents 90 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 237 which represents 0 percent of the total dassified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2179 220 11 3 1 1 1 0 CHART 2 HEADWAY During the peak traffic period, on May/17/11 at [17:15-17:30] the average headway between vehicles was 8.333 seconds. During the slowest traffic period, on May/18/11 at [01:00-01:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 105.00 degrees F. Feb/22/12 10:38 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett @ Mcniel Jr. High A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the North lane on Barnett @ Mcniel Jr. High in Wichita Falls, TX in Wichita county. The study began on 07/22/2008 at 12:30 PM and concluded on 07/23/2008 at 12:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,636 vehicles passed through the location with a peak volume of 72 on 07/22/2008 at 07:00 PM and a minimum volume of 0 on 07/23/2008 at 01:45 AM. The AADT Count for this study was 2,636. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 39 mph. The HI-STAR found 2.02 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 45.53 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,195 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 32 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/22/2008 at 07:00 PM the average headway between the vehicles was 12.33 seconds. The slowest traffic period was on 07/23/2008 at 01:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 148 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett @ McNiel Jr. High A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the South - Left lane on Barnett @ McNiel Jr. High in Wichita Falls, TX in Wichita county. The study began on 07/22/2008 at 12:30 PM and concluded on 07/23/2008 at 11:00 AM, lasting a total of 22 hours, 30 minutes. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,756 vehicles passed through the location with a peak volume of 153 on 07/23/2008 at 10:45 AM and a minimum volume of 0 on 07/23/2008 at 03:45 AM. The AADT Count for this study was 1,873. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 41 mph. The HI-STAR found 3.69 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 49.38 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 658 which represents 97.20 percent of the total classified vehicles. The number of Small Trucks in the study was 13 which represents 1.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 3 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/23/2008 at 10:45 AM the average headway between the vehicles was 5.84 seconds. The slowest traffic period was on 07/23/2008 at 03:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 148 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Barnett Speed Limit Map 1 4 3r. d 90UTP EST Pc, Y 1: } 0 r W W3 { 4b '((r ` 4 cc to T j p RIVIERA OR � ,'�dR.� A 7 14 ��Q� !,•\_,p, _IAMABA DR � k . 4- ___\\-t;\ �> � ALLEY i 14 01 PRIVATE }9 IONG5TON DR ALLEY _� TOWER OR 0 iiiii .,. ,p � PRNrITE � N 0 Iti_{ i._ , 'AMSPERW O OR P� 1 E. LaNGFORD LN �YII fir,�:�"- -� d� o i o xiI a `� I -.. ALLEY VCK}IERSDR l ^ E �p'__,_,r-2 o ALLEY 1p ' a 11 4 ,., g VERACT TU4IELEWEEDCT R%KAAST ILI _ato cr I SPIN D LET RE E OR 0 0 sT 4'w000.AVE 0 1 re as ALLEY ILI SUN STONE DR I fi 3 MehpA K LBOR g O 72 L J JAAs..,IT' C, ,ten 4 p - -riyk = PAYEE RRY OR 0 (------j g _ O k\:O.O i §1 J:I c u 0.075 Milt: Street Location: Brook Range: from: Kell West To: Huff Posted Speed: 35 85% Speed measured at the following locations: Northbound Southbound Collins: 40.5 41.8 Date: April 23, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. It is recommended that the posted speed remain 35 mph due to the number of business and residential driveways along this section of Brook.This is further indicated by the high frequency of left turning traffic. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tr i uperinten ent Traffic Engineering Department City of Wichita Falls 5/21/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Brook @ Collins A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Northbound lane at Brook @ Collins in Wichita Falls, TX in Wichita county. The study began on Apr/05/12 at 09:00 and concluded on Apr/05/12 at 13:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 756 vehicles passed through the location with a peak volume of 72 on Apr/05/12 at [11:30-11:45] and a minimum volume of 33 on Apr/05/12 at [09:30-09:45]. The AADT count for this study was 4,536. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 16.29% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.40 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 40.57 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 2 5 12 92 271 244 79 23 11 6 3 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 697 which represents 93 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 52 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 697 48 1 2 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Apr/05/12 at [11:30-11:45] the average headway between vehicles was 12.329 seconds. During the slowest traffic period, on Apr/05/12 at [09:30-09:45] the average headway between vehicles was 26.471 seconds. WEATHER The roadway surface temperature over the period of the study varied between 56.00 and 95.00 degrees F. Apr/23/12 15:48 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Brook @ Collins A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Southbound lane at Brook @ Collins in Wichita Falls, TX in Wichita county. The study began on Apr/05/12 at 09:00 and concluded on Apr/05/12 at 13:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 836 vehicles passed through the location with a peak volume of 82 on Apr/05/12 at [12:00-12:15] and a minimum volume of 28 on Apr/05/12 at [09:00-09:15]. The AADT count for this study was 5,016. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 18.05% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 41.08 MPH. < 5 10 15 20 25 ' 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 4 7 15 61 245 349 116 22 9 3 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 750 which represents 90 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 81 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 750 73 5 2 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/05/12 at [12:00-12:15] the average headway between vehicles was 10.843 seconds. During the slowest traffic period, on Apr/05/12 at [09:00-09:15] the average headway between vehicles was 31.034 seconds. WEATHER The roadway surface temperature over the period of the study varied between 60.00 and 105.00 degrees F. Apr/23/12 15:47 Page: 1 Brook Speed Zone Map . ,, \\)<:"."- 17''' vel V‘,. , MI \ 777: 1 ., , _ N I I__, g _17THST , 1 i __,,,--7---- ' Ir..- ' _ . . r .„..i ,, ILLEi _N p•'T --.- r4,y J W r " I f f � T .4,w Street Location: Call Field Range: from: Kemp To: Fairway Posted Speed: 35 85% Speed measured at the following locations: Eastbound Westbound Kemp: 29.4 33.8 Lawrence: 34.8 38.9 McNiel: 42.1 39.5 University: 40.2 41.0 Date: April 23, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85t' percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85t'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. It is recommended that the posted speed remain 35 mph along the length of Call Field due to the number of business and residential driveways. This should also be done to insure consistency along this corridor. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Tr i uperintendent Traffic Engineering Department City of Wichita Falls 5/21/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Call @ Mid A study of vehicle traffic was conducted with HI-STAR unit number 3827, The study was done in the East lane on Kemp @ Call @ Mid in Wichita Falls, Tx in Wichita county. The study began on 03/21/2005 at 11:00 AM and concluded on 03/22/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,566 vehicles passed through the location with a peak volume of 120 on 03/21/2005 at 05:30 PM and a minimum volume of 0 on 03/22/2005 at 04:00 AM. The AADT Count for this study was 4,566. SPEED At least half of the vehicles were traveling in the 15 - 19 mph range or a lower speed. The average speed for all classified vehicles was 21 mph. The HI-STAR found 0.19 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 29.48 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,661 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 28 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 14 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 4 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 03/21/2005 at 05:30 PM the average headway between the vehicles was 7.44 seconds. The slowest traffic period was on 03/22/2005 at 04:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 55 and 108 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Callfield east of Rhea A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the westbound left lane at Callfield east of Rhea in Wichita Falls, TX in Wichita county. The study began on Feb/24/10 at 00:00 and concluded on Feb/25/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 4541 vehicles passed through the location with a peak volume of 121 on Feb/24/10 at [17:15-17:30] and a minimum volume of 0 on Feb/24/10 at[03:30-03:45].The AADT count for this study was 4,541. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 26 MPH with 9.69% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.02 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 33.80 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 56 260 592 886 1207 978 320 66 24 10 6 0 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 4107 which represents 93 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 299 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 4107 264 16 10 4 3 2 0 CHART 2 HEADWAY During the peak traffic period, on Feb/24/10 at [17:15-17:30] the average headway between vehicles was 7.377 seconds. During the slowest traffic period, on Feb/24/10 at [03:30-03:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 31.00 and 78.00 degrees F. Feb/22/12 10:42 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Callfield west of Lawrence A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Eastbound left lane at Callfield west of Lawrence in Wichita Falls, TX in Wichita county. The study began on Feb/09/10 at 10:00 and concluded on Feb/10/10 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2798 vehicles passed through the location with a peak volume of 82 on Feb/10/10 at [07:45-08:00] and a minimum volume of 0 on Feb/10/10 at[00:30-00:45].The AADT count for this study was 2,798. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 29 MPH with 13.94% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.04 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 34.81 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 11 29 100 456 992 795 280 72 25 5 3 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2697 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 72 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2697 70 0 1 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/10/10 at [07:45-08:00] the average headway between vehicles was 10.843 seconds. During the slowest traffic period, on Feb/10/10 at [00:30-00:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 33.00 and 64.00 degrees F. Feb/22/12 10:45 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Lawrrence&Callfield A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the westbound right lane at Lawrrence & Callfield in Wichita Falls, TX in Wichita county. The study began on Mar/03/10 at 00:00 and concluded on Mar/04/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1729 vehicles passed through the location with a peak volume of 56 on Mar/03/10 at [17:00-17:15] and a minimum volume of 0 on Mar/03/10 at[23:30-23:45].The AADT count for this study was 1,729. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 32.61% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.47 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.94 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 38 34 80 335 509 330 111 20 11 3 3 3 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1431 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 47 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 t0 to to to to to to to 21 39 49 59 69 79 139 > 1431 44 2 0 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/03/10 at [17:00-17:15] the average headway between vehicles was 15.789 seconds. During the slowest traffic period, on Mar/03/10 at [23:30-23:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39.00 and 87.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 11:16 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Cal!field near McNiel A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the eastbound lane at Cal!field near McNiel in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 818 vehicles passed through the location with a peak volume of 62 on Mar/01/12 at [16:00-16:15] and a minimum volume of 22 on Mar/01/12 at [19:45-20:00]. The MDT count for this study was 3,926. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 21.76% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.14 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 13 42 36 111 194 237 126 35 6 9 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 764 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 45 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 764 42 2 0 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [16:00-16:15] the average headway between vehicles was 14.286 seconds. During the slowest traffic period, on Mar/01/12 at [19:45-20:00] the average headway between vehicles was 39.13 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 95.00 degrees F. Apr/23/12 16:10 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Callf-ield near McNiel A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the westbound lane at Callfreld near McNiel in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1380 vehicles passed through the location with a peak volume of 92 on Mar/01/12 at [17:15-17:30] and a minimum volume of 46 on Mar/01/12 at[19:00-19:15]. The AADT count for this study was 6,624. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 12.69% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.15 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.52 MPH. < 5 10 15 120 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 1 5 11 29 70 213 523 331 120 30 9 11 2 0 0 CHART I CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1258 which represents 93 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 97 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1258 87 7 0 1 1 0 1 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [17:15-17:30] the average headway between vehicles was 9.677 seconds. During the slowest traffic period, on Mar/01/12 at [19:00-19:15] the average headway between vehicles was 19.149 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 95.00 degrees F. Apr/23/12 16:10 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Callfield Btn University& Fairw A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the eastbound lane at Callfield Btn University & Fairw in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 723 vehicles passed through the location with a peak volume of 55 on Mar/01/12 at [16:00-16:15] and a minimum volume of 17 on Mar/01/12 at [19:45-20:00]. The AADT count for this study was 3,470. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 15.79% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 40.27 MPH. 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 2 5 23 220 358 91 19 4 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 702 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 20 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 702 19 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [16:00-16:15] the average headway between vehicles was 16.071 seconds. During the slowest traffic period, on Mar/01/12 at [19:45-20:00] the average headway between vehicles was 50 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 99.00 degrees F. Apr/23/12 16:11 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Callfield & University A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Westbound lane at Callfield & University in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 573 vehicles passed through the location with a peak volume of 68 on Apr/02/12 at [14:48-15:03] and a minimum volume of 36 on Apr/02/12 at [14:18-14:33]. The AADT count for this study was 4,584. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 18.34% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 41.08 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 3 12 43 211 193 83 15 5 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 545 which represents 96 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 22 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 545 15 5 1 1 00 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [14:48-15:03] the average headway between vehicles was 13.043 seconds. During the slowest traffic period, on Apr/02/12 at [14:18-14:33] the average headway between vehicles was 24.324 seconds. WEATHER The roadway surface temperature over the period of the study varied between 99.00 and 107.00 degrees F. Apr/23/12 16:10 Page: 1 Call Field Speed Limit Map 1 \----. . J- I DP,VfTE GP.ECr�P."T L... s ,. ... ,,_ .,. 0 y----, , ,, -,,,,...„,_ t , 7 ".--•40.4001 .1( ' /7 ( ( 1 7 rN -- - +_=LLFIELDPO ! -. 1 O . / t t IDLE :.D DP It-- - \ ALLEr / > — _ / A_ I/ (---- 7 : II ' 3 , -____Ii_l ;r, , \\,..i II _ ... :------1<........,..._ / , v o .__ r i LI, Call Field Speed Limit Map 2 c.s. ---\.•,...- i.-..r.,....Learning Cantor \ .-0011.11111111. . - I 1 ] ___------1 ___.„ .-.-..„-„-.-..---'d--,•_'4--.7'_-.f.-_,._- 0.-.7.: ). ,•.i - - _ 1 „ ..I": ..,,. S.... 1 \ )111 .-- _...• ..., .. ..I,.. ... .1 ..„,... ..---, 0 . 1 a: ... 1" -.I.-karirmy ..,,L FIELD PD ‘11110 — 4 •••'/.47 - . -: 'DLL •.•?DOR ....- . ........„.„........:_____-•-- ,--'--------------7 LLI.E. .. _.. .7"- ,......______— .•••• , --•_. • I 1171 '.;-------. I-----___ (7.7.,,--- .r.• . '..---- - tediddiott Kidd d., ( 5 1 6 I i 1 •:,!. %•P rzor rt,; k Al, i 1 C CUlledrdah2:11 4.4.4";-;NA:4'IV Ifl SINdfikill -,•,. _.._---'-\N is. \-----. 107 f , ._7... . • O.(71511375 • — ...--- /--- --- ---- --111A _ Street Location: City View Range: from: Old Iowa Park To: US 287 Posted Speed: 40 85%Speed measured at the following locations: Northbound Southbound In Front of Elementary School: 42.5 48.8 In Front of High School: 47.9 44.8 Date: April 24, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 851h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85m percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined • that the regulatory speed limits signs are appropriately placed and located. Because this portion of City View Drive is primarily residential, it is recommended that the posted speed remain at 40 MPH. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traff Superinten ent Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View @ Elementary School A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the North bound lane at City View @ Elementary School in Wichita Falls, TX in Wichita county. The study began on Jan/12/09 at 12:00 and concluded on Jan/13/09 at 12:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 925 vehicles passed through the location with a peak volume of 57 on Jan/13/09 at [07:45-08:00] and a minimum volume of 0 on Jan/12/09 at [23:45-00:00]. The AADT count for this study was 925. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 10 - 15 MPH range or lower. The average speed for all classifed vehicles was 29 MPH with 9.64% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 1.03 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 10MPH and the 85th percentile was 42.53 MPH. 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 150 137 63 65 130 146 95 45 20 10 6 3 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 722 which represents 83 percent of the total classified vehicles. The number of Vans & Pickups in the study was 104 which represents 12 percent of the total classified vehicles. The number of Busses & Trucks in the study was 29 which represents 3 percent of the total classified vehicles. The number of Tractor Tailers in the study was 16 which represents 2 percent of the total classified vehicles. 18 24 28 32 38 44 ' 62 to to to to to to to to 17 23 27 31 37 43 61 > 722 104 17 12 7 4 5 0 CHART 2 HEADWAY During the peak traffic period, on Jan/13/09 at [07:45-08:00] the average headway between vehicles was 15.517 seconds. During the slowest traffic period, on Jan/12/09 at [23:45-00:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 0.00 and 70.00 degrees F. Apr/24/12 11:32 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View @ Elementary School A study of vehicle traffic was conducted with HI-STAR unit number 2895. The study was done in the South bound lane at City View © Elementary School in Wichita Falls, TX in Wichita county. The study began on Jan/12/09 at 12:00 and concluded on Jan/13/09 at 12:Q0, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 735 vehicles passed through the location with a peak volume of 37 on Jan/13/09 at [07:45-08:00] and a minimum volume of 0 on Jan/12/09 at [23:30-23:45]. The AADT count for this study was 735. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 23.26% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 3.55 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 48.82 MPH. < 10 15 20 25 30 35 40 45 50 55 j 60 65 1 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 30 62 80 41 76 112 140 76 41 22 10 11 3 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 498 which represents 71 percent of the total classified vehicles. The number of Vans & Pickups in the study was 148 which represents 21 percent of the total classified vehicles. The number of Busses & Trucks in the study was 36 which represents 5 percent of the total classified vehicles. The number of Tractor Tailers in the study was 23 which represents 3 percent of the total classified vehicles. < 18 24 28 32 38 44 62 to to to to to to to to 17 23 27 31 37 43 61 > 498 148 23 13 10 5 6 2 CHART 2 HEADWAY During the peak traffic period, on Jan/13/09 at [07:45-08:00] the average headway between vehicles was 23.684 seconds. During the slowest traffic period, on Jan/12/09 at [23:30-23:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 0.00 and 70.00 degrees F. Apr/24/12 11:31 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View( High School A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the North boud lane at City View © High School in Wichita Falls, TX in Wichita county. The study began on Jan/12/09 at 12:00 and concluded on Jan/13/09 at 12:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1039 vehicles passed through the location with a peak volume of 56 on Jan/13/09 at [07:45-08:00] and a minimum volume of 0 on Jan/13/09 at [00:00-00:15]. The AADT count for this study was 1,039. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 21.70% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 2.37 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 47.91 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 21 80 125 109 128 165 166 115 56 25 11 9 4 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 670 which represents 66 percent of the total classified vehicles. The number of Vans & Pickups in the study was 253 which represents 25 percent of the total classified vehicles. The number of Busses &Trucks in the study was 61 which represents 6 percent of the total classified vehicles. The number of Tractor Tailers in the study was 30 which represents 3 percent of the total classified vehicles. < 18 24 28 32 38 44 62 to to to to to to to to 17 23 27 31 37 43 61 > 670 253 40 21 14 5 4 7 CHART 2 HEADWAY During the peak traffic period, on Jan/13/09 at [07:45-08:00] the average headway between vehicles was 15.789 seconds. During the slowest traffic period, on Jan/13/09 at [00:00-00:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 0.00 and 66.00 degrees F. Apr/24/12 11:33 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View @ High School A study of vehicle traffic was conducted with HI-STAR unit number 2918. The study was done in the South bound lane at City View @ High School in Wichita Falls, TX in Wichita county. The study began on Jan/12/09 at 12:00 and concluded on Jan/13/09 at 12:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 986 vehicles passed through the location with a peak volume of 39 on Jan/12/09 at [17:45-18:00] and a minimum volume of 0 on Jan/13/09 at [00:00-00:15]. The AADT count for this study was 986. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 14.48% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 2.52 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.82 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 11 51 106 127 173 204 142 69 29 16 15 6 3 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Passenger Vehicles. The number of Passenger Vehicles in the study was 761 which represents 80 percent of the total classified vehicles. The number of Vans & Pickups in the study was 143 which represents 15 percent of the total classified vehicles. The number of Busses & Trucks in the study was 30 which represents 3 percent of the total classified vehicles. The number of Tractor Tailers in the study was 19 which represents 2 percent of the total classified vehicles. < 18 24 28 32 38 44 62 to to to to to to to to 17 23 27 31 37 43 61 > 761 143 19 11 8 6 5 0 CHART 2 }1EADWAY During the peak traffic period, on Jan/12/09 at [17:45-18:00] the average headway between vehicles was 22.5 seconds. During the slowest traffic period, on Jan/13/09 at [00:00-00:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 0.00 and 72.00 degrees F. Apr/24/12 11:33 Page: 1 City View Speed Limit Map 2 st I . . I ?• 'Ell' f) ' — 1 •r'lal _ r. L41IG'. :._T — d fi o. - tEDGEHIIL 13 I t I . • 0 x . I I I I ,.: -------___________:' ' 0.12.075 0 .15 Miles ~ Street Location: City View Range: from: US 287 To: Airport Posted Speed: 30 Recommended Speed: 35 MPH 85% Speed measured at the following locations: Northbound Southbound Near Airport: 38.6 37.6 Date: April 24, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85"'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traff erintendent Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View near Airport A study of vehicle traffic was conducted with HI-STAR unit number 3246. The study was done in the Northbound lane at City View near Airport in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 143 vehicles passed through the location with a peak volume of 16 on Apr/25/12 at [12:15-12:30] and a minimum volume of 6 on Apr/25/12 at [09:30-09:45]. The AADT count for this study was 981. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 31.43% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.67 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 4 23 34 35 30 12 1 1 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classific=.tion bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 118 which represents 84 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 22 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 I to to to to to to to to 21 39 49 59 69 79 139 > 118 21 1 0 00 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [12:15-12:30] the average headway between vehicles was 52.941 seconds. During the slowest traffic period, on Apr/25/12 at [09:30-09:45] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 91.00 and 125.00 degrees F. May/21/12 10:39 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View near Airport A study of vehicle traffic was conducted with HI-STAR unit number 3248. The study was done in the Southbound lane at City View near Airport in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 118 vehicles passed through the location with a peak volume of 14 on Apr/25/12 at [11:45-12:00] and a minimum volume of 2 on Apr/25/12 at [09:30-09:45]. The AADT count for this study was 809. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25 - 30 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 22.12% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 37.67 MPH. < 5 10 15 20 25 30 ' 35 ' 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 7 17 36 28 15 ' 3 3 2 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 92 which represents 81 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 21 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 92 17 1 0 3 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [11:45-12:00] the average headway between vehicles was 60 seconds. During the slowest traffic period, on Apr/25/12 at [09:30-09:45] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89.00 and 123.00 degrees F. May/21/12 10:39 Po,3F 1 'Tans .n.pont•eon Form 1929(rev. 3/21/2005) Summary of Trial Run for Speed Zones Date: 7/25/2012 Driver(s): Mark Beauchamp Time: (from) 14:30 (to) 14:35 Weather: Clear/ Hot Surface Type:Asphalt Surface Condition: ❑Wet or®Dry/❑Smooth or®Rough Limits CountyHighway/ R=Reference Marker Length Speed g Y ST=Station (miles per (City—if applicable) Control Section MP=Milepost (miles) how-) Begin End Wichita Falls,Wichita City View Drive Airport Rd Reilly .46 45 CO. Instructions: • List counties(cities) in alphabetical order. • Order highways as follows: I. Interstate Highways 2. US Highways Alt 3. State Highways 4.F M/RM Roads • Show lengths up to 3 decimal places. Page 1 of 1 (ise City View Speed Limit Map 2 u- ,4- 1 1 . . --- . .1 I _ _ ---- ---.. - I . Eli T.) I L .Th. .\ .--7--- .::. • i 1_...„-____...)... MX-:7.1.,• . 4 in ---. _ — 1-- -'•qa -.--1 . - ) . I LONG T \,...f.-) J ' )... EDG E 11 IL l-- li ,f LIV'' = -. --- I I. ..I ... Ill • 1 ( /11: :. ....+ --..... .._._„....,_. I •1., 1 1 .-.--.] - I • '..: 'a•--4,- I - -,. 4r.r 0 I ...----.,- - a... -.-.-_ — .....,./ '..-.."-•-•....-__,,_.1 CO . 17 i; 0.1S,1:,75 0 ''- 0.15 Miles '-.--'- Street Location: City View Range: from: Airport To: Kiel Posted Speed: 40 Recommended Speed: 45 MPH 85%Speed measured at the following locations: Northbound Southbound Near Airport: 52.0 48.5 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`" percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to light traffic volumes,a sufficient data sample could not be obtained to accurately calculate the 85% speeds on this section of City View Drive. As a result the "Trial Run Method"was utilized to make the final determination for the recommended speed. The TXDOT form 1929 is attached. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra is uperintendent Traffic Engineering Department City of Wichita Falls 07/26/2012 1 'Tomo I of Form 1929 ev.3/21/2005) Summary of Trial Run for Speed Zones Date:7/25/2012 Driver(s): Mark Beauchamp Time: (from) 14:30 (to) 14:35 Weather: Clear/ Hot Surface Type:Asphalt Surface Condition: ❑Wet or®Dry/ ['Smooth or®Rough Limits CountyHighway/ R=Reference Marker Length Speed g Y ST=Station (miles per (City—if applicable) Control Section MP=Milepost (miles) hour) Begin End Wichita Falls,Wichita City View Drive Airport Rd Reilly .46 45 CO. I � r Instructions: • List counties(cities) in alphabetical order. • Order highways as follows: 1. Interstate Highways 2.US Highways 3. State Highways 4. FM/RM Roads • Show lengths up to 3 decimal places. Page 1 of 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View north of Airport A study of vehicle traffic was conducted with HI-STAR unit number 3265. The study was done in the Northbound lane at City View north of Airport in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 39 vehicles passed through the location with a peak volume of 7 on Apr/25/12 at [10:30-10:45] and a minimum volume of 0 on Apr/25/12 at [13:15-13:30]. The AADT count for this study was 234. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 42 MPH with 36.84% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 2.63 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 52.00 MPH. < 5 10 ' 15 120 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 1 1 7 8 6 6 5 2 1 0 0 CHART CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 25 which represents 66 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Milers in the study was 13 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 25 12 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [10:30-10:45] the average headway between vehicles was 112.5 seconds. During the slowest traffic period, on Apr/25/12 at [13:15-13:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 130.00 degrees F. May/21/12 10:39 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View north of Airport A study of vehicle traffic was conducted with HI-STAR unit number 3231. The study was done in the Southbound lane at City View north of Airport in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 38 vehicles passed through the location with a peak volume of 6 on Apr/25/12 at [10:45-11:00] and a minimum volume of 1 on Apr/25/12 at [12:15-12:30]. The AADT count for this study was 228. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 28.95% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 2.63 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 48.57 MPH. < 5 10 15 20 25 30 35 40 45 50 ' 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 0 6 6 11 3 7 2 1 1 0 0 CHART CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 32 which represents 84 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 6 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 32 6 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [10:45-11:00] the average headway between vehicles was 128.571 seconds. During the slowest traffic period, on Apr/25/12 at [12:15-12:30] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 134.00 degrees F. May/21/12 10:39 Page: 1 City View Speed Limit Map 1 55 PEILL, PD ili: ��J ,\ \l 1 c k` L7 1 l II \- \ k r .,`\ II N u I y t W 1 I i 1 54 I . . op MIT m gi # ~I o. E CO ' iPD �tPP{APT DR ai�.cr�s o 0.15 Mites 1 p Street Location: City View Range: from: Kiel To: Reilly Posted Speed: 50 85% Speed measured at the following locations: Northbound Southbound Near Address 4403: 62.0 52.5 Date: May 22, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85"' percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi uperinten en Traffic Engineering Department City of Wichita Falls 5/22/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Northbound lane at City View in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 15:00 and concluded on May/22/12 at 09:00, lasting a total of 18.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 117 vehicles passed through the location with a peak volume of 9 on May/21/12 at [15:45-16:00] and a minimum volume of 0 on May/21/12 at [15:00-15:15]. The AADT count for this study was 156. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 50- 55 MPH range or lower. The average speed for all classifed vehicles was 51 MPH with 30.70% vehicles exceeding the posted speed of 50 MPH. The HI-STAR found 9.65 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 50MPH and the 85th percentile was 62.08 MPH. < 5 10 15 20 ' 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 . 0 1 1 0 0 5 5 15 21 31 24 6 3 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 89 which represents 78 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. l'he number of Tractor Tailers in the study was 25 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 89 24 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/21/12 at [15:45-16:00] the average headway between vehicles was 90 seconds. During the slowest traffic period, on May/21/12 at [15:00-15:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 115.00 degrees F. May/22/12 13:33 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Southbound lane at City View in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 15:00 and concluded on May/22/12 at 09:00, lasting a total of 18.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 137 vehicles passed through the location with a peak volume of 9 on May/22/12 at [07:30-07:45] and a minimum volume of 0 on May/21/12 at [19:30-19:45]. The AADT count for this study was 183. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45- 50 MPH range or lower. The average speed for all classifed vehicles was 45 MPH wilh 6.98% vehicles exceeding the posted speed of 50 MPH. The HI-STAR found 1.55 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 52.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 2 1 4 5 12 31 43 22 7 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for Pach bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 122 which represents 95 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 7 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 60 140 to to to to to to to to 21 39 49 59 69 79 139 > 122 6 0 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/22/12 at [07:30-07:45] the average headway between vehicles was 90 seconds. During the slowest traffic period, on May/21/12 at [19:30-19:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 119.00 degrees F. May/22/12 13:34 Page: 1 City View Speed Limit Map 1 �� 55 PEILIi . � v x. is X,: V l i N \ r 1 1 a I I I i t w I J I I I ■ 50 1 .. EN, . • amaV w a U, M 1 • CI I I i AFPPOPT OR M• 0.1i1.075 0 0.15 Piles i ' I Illi 1 Street Location: Duncan / 3rd Range: from: N. Rosewood To: Martin Luther King Posted Speed: 30 Recommended speed: 35 85% Speed measured at the following locations: Eastbound Westbound Redwood: 37.5 37.5 N. Mill: 32.6 38.0 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra c u erintendent Traffic Engineering Department City of Wichita Falls 07/25/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Duncan @ N. Mill Location: Duncan A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Eastbound lane at Duncan @ N. Mill in Wichita Falls, TX in Wichita county. The study began on Mar/06/12 at 10:00 and concluded on Mar/06/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 152 vehicles passed through the location with a peak volume of 19 on Mar/06/12 at [10:30-10:45] and a minimum volume of 7 on Mar/06/12 at [12:15-12:30]. The AADT count for this study was 1,216. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 8.55% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 2.63 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 32.62 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 13 60 44 21 7 1 1 0 0 2 1 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 139 which represents 91 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 13 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140— - to to to to to to to to 21 39 49 59 69 79 139 > 139 10 2 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/06/12 at [10:30-10:45] the average headway between vehicles was 45 seconds. During the slowest traffic period, on Mar/06/12 at [12:15-12:30] the average headway between vehicles was 112.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 97.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 08:31 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Duncan @ N. Mill Location: Duncan A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Westbound lane at Duncan @ N. Mill in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 175 vehicles passed through the location with a peak volume of 23 on Mar/07/12 at [12:45-13:00] and a minimum volume of 8 on Mar/07/12 at [10:45-11:00]. The AADT count for this study was 1,400. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 27.49% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.00 MPH. < 5 10 15 20 25 30 35 40 45 ' 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 6 9 47 62 35 8 3 1 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 154 which represents 90 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 17 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 154 17 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:45-13:00] the average headway between vehicles was 37.5 seconds. During the slowest traffic period, on Mar/07/12 at [10:45-11:00] the average headway between vehicles was 100 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 83.00 degrees F. May/21/12 08:31 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Duncan @ Redwood A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the South lane at Duncan cc Redwood in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours_ Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 168 vehicles passed through the location with a peak volume of 20 on May/10/12 at [12:45-13:00] and a minimum volume of 10 on May/10/12 at [14:00-14:15]. The AADT count for this study was 1,344. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 27.38% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.56 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 19 19 40 42 39 6 1 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 157 which represents 93 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles_ The number of Tractor Tailers in the study was 11 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 157 10 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [12:45-13:00] the average headway between vehicles was 42.857 seconds. During the slowest traffic period, on May/10/12 at [14:00-14:15] the average headway between vehicles was 81.818 seconds. WEATHER The roadway surface temperature over the period of the study varied between 115.00 and 123.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 08:31 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Duncan @ Redwood A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the West lane at Duncan cLD Redwood in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 170 vehicles passed through the location with a peak volume of 25 on May/10/12 at [12:00-12:15] and a minimum volume of 7 on May/10/12 at [14:00-14:15]. The AADT count for this study was 1,360. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 25.29% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 7 13 41 65 34 8 0 1 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 160 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 10 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 160 10 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [12:00-12:15] the average headway between vehicles was 34.615 seconds. During the slowest traffic period, on May/10/12 at [14:00-14:15] the average headway between vehicles was 112.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 111.00 and 121.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 08:32 Page: 1 Duncan / River Road Speed Limit Map i I p ti w � ' I w � e. � "ti r kp wa , v„ r frd s.. � .pu r E"�RD 5F Vim. "`err if _ . . i µ qI �„ �M-DUNCRH S". .I. - "r. is, ID — - - ' - ..... ; .., ei — oili , - - .- ' c , ?__ opi i .. :, LW RY r . wir • i W x 21.0 "jil II: .rrw.� g: H'J9 74-. . .. a.. .. " " F Irla 4 III ai. �+" „IF .,,.. �M W - 1,�," ;._. � � , .. , .. ,. , � _ ' � pox � ,„..ti . ' Mi1,1 , a , s. 4 �+ ,✓� rr 'f „,° ��a � _ +A °Pa.,ru a 14 w r ' . Duncan/ 3rd Speed Limit Map " • • , _.,."" ,F.�... fix" w N4° .^ _— ..,.."t.. :. . fW a P II .. � w, HG�IIuT x _ w Lis I :, , do ;� _ \ %, Air' - # F . v 1 -ill�y � k 44 k� N74, S yyp .' 1. �" ofrurrsr as 14' ' • ,.. .i4..W4"'•P 'it' 4: "� '2,+ 2 9 e ~u ran 1 s w=aimr- IC{AUG FILEN GT w 0 4, $‘'3'd`.0 , � � " r. 6 tiIII Street Location: Fairway Range: from: Lakeshore To: Kell West Posted Speed: 40 85% Speed measured at the following locations: Northbound Southbound Langford: 46.7 51.1 Southwest Parkway 42.7 Spencer: 41.8 44.8 Pasadena: 46.4 45.2 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 8511 percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. To maintain consistency along this corridor, it is recommended that the speed limit remain 40 mph. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi S p intendent Traffic Engineering Department City of Wichita Falls 7/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Langford A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Northbound lane at Fairway © Langford in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Feb/29/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 178 vehicles passed through the location with a peak volume of 21 on Feb/29/12 at [13:15-13:30] and a minimum volume of 10 on Feb/29/12 at [12:15-12:30]. The AADT count for this study was 1,424. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 22.29% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 46.71 MPH. < 5 10 15 20 ' 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 3 5 19 27 3448 35 1 3 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 154 which represents 88 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 21 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 154 21 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [13:15-13:30] the average headway between vehicles was 40.909 seconds. During the slowest traffic period, on Feb/29/12 at [12:15-12:30] the average headway between vehicles was 81.818 seconds. WEATHER The roadway surface temperature over the period of the study varied between 82.00 and 103.00 degrees F. Apr/24/12 11:07 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Langford A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Soutbound lane at Fairway @ Langford in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Feb/29/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 122 vehicles passed through the location with a peak volume of 14 on Feb/29/12 at [13:30-13:45] and a minimum volume of 6 on Feb/29/12 at [11:30-11:45]. The AADT count for this study was 976. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45- 50 MPH range or lower. The average speed for all classifed vehicles was 44 MPH with 49.18% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 51.18 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 6 6 2030 37 17 6 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 102 which represents 84 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 20 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 102 19 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [13:30-13:45] the average headway between vehicles was 60 seconds. During the slowest traffic period, on Feb/29/12 at [11:30-11:45] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 105.00 degrees F. Apr/24112 11:07 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Southwest Parkway A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the South - Right lane on Fairway in Wichita Falls, TX in Wichita county. The study began on 08/12/2008 at 07:00 AM and concluded on 08/12/2008 at 09:45 PM, lasting a total of 14 hours, 45 minutes. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,799 vehicles passed through the location with a peak volume of 101 on 08/12/2008 at 05:15 PM and a minimum volume of 18 on 08/12/2008 at 09:15 AM. The AADT Count for this study was 4,554. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 37 mph with 25.4 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.88 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.75 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,365 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 17 which represents 0.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 10 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/12/2008 at 05:15 PM the average headway between the vehicles was 8.82 seconds. The slowest traffic period was on 08/12/2008 at 09:15 AM. During this slowest period, the average headway was 47.37 seconds. WEATHER The roadway surface temperature over the period of the study varied between 80 and 134 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Spencer A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Northbound lane at Fairway © Spencer in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Feb/29/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 453 vehicles passed through the location with a peak volume of 47 on Feb/29/12 at [12:45-13:00] and a minimum volume of 23 on Feb/29/12 at [11:15-11:30]. The AADT count for this study was 3,624. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 3.98% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 41.84 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 6 4 16 131 196 79 16 2 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 427 which represents 94 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 25 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 427 23 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [12:45-13:00] the average headway between vehicles was 18.75 seconds. During the slowest traffic period, on Feb/29/12 at [11:15-11:30] the average headway between vehicles was 37.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 101.00 degrees F. Apr/24/12 11:07 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Spencer A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Souhbound lane at Fairway @ Spencer in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 681 vehicles passed through the location with a peak volume of 77 on Apr/02/12 at[12:48-13:03] and a minimum volume of 46 on Apr/02/12 at [13:33-13:48]. The AADT count for this study was 5,448. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 14.16% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.59 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.81 MPH. < 5 10 15 20 25 30 35 40 45 50 ' 55 ' 65 70 ' 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 4 8 50 141 222 157 58 15 19 1 3 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 626 which represents 92 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 52 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 626 42 5 4 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [12:48-13:03] the average headway between vehicles was 11.538 seconds. During the slowest traffic period, on Apr/02/12 at [13:33-13:48] the average headway between vehicles was 19.149 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 105.00 degrees F. Apr/24/12 11:07 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Pasadina A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Norhtbound lane at Fairway @ Pasadina in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 290 vehicles passed through the location with a peak volume of 37 on Jul/12/12 at [08:45-09:00] and a minimum volume of 16 on Jul/12/12 at [10:15-10:30]. The AADT count for this study was 2,784. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 19.01% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 1.41 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 46.45 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 7 19 8 13 36 73 74 38 8 4 3 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 251 which represents 88 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 33 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 251 25 4 2 1 0 0 1 C HART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [08:45-09:00] the average headway between vehicles was 23.684 seconds. During the slowest traffic period, on Jul/12/12 at [10:15-10:30] the average headway between vehicles was 52.941 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85.00 and 103.00 degrees F. Jul/12/12 13:37 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Pasadina A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the southbound lane at Fairway Pasadina in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 306 vehicles passed through the location with a peak volume of 39 on Jul/12/12 at [09:45-10:00] and a minimum volume of 22 on Jul/12/12 at [08:30-08:45]. The AADT count for this study was 2,938. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 15.69% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.33 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 45.26 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 0 2 0 7 27 95 126 38 9 0 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 268 which represents 88 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 38 which represents 0 percent of the total classified vehicles. < 22 40 50 60 170 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 268 34 2 0 1 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [09:45-10:00] the average headway between vehicles was 22.5 seconds. During the slowest traffic period, on Jul/12/12 at [08:30-08:45]the average headway between vehicles was 39.13 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 117.00 degrees F. Jul/12/12 13:37 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Pasadina A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the southbound lane at Fairway Pasadina in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 306 vehicles passed through the location with a peak volume of 39 on Jul/12/12 at [09:45-10:00] and a minimum volume of 22 on Jul/12/12 at [08:30-08:45]. The AADT count for this study was 2,938. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower_ The average speed for all classifed vehicles was 40 MPH with 15.69% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.33 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 45.26 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 0 2 0 7 27 95 126 38 9 0 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 268 which represents 88 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 38 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 26834 2 0 1 1 0 0 CHART HEADWAY During the peak traffic period, on Jul/12/12 at [09:45-10:00] the average headway between vehicles was 22.5 seconds. During the slowest traffic period, on Jul/12/12 at [08:30-08:45]the average headway between vehicles was 39.13 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 117.00 degrees F. Jul/12/12 13:37 Page: 1 Fairway Speed Limit Map 1 H f gi ) . , a /o .1 ---"7"----A„..\ 1 - 1 _ _um1 UED I \ 0 `•.,/.,.._ I - 1/3r-------------_______ t---__---) EL te_ . Fairway Speed Limit Map 2 J , ,,.„..„ i - ---- F 17) ,, N.,... , 7 7\ , ir° -,, _________.„------__. 7 ..\\<:.„ ( ------ .... .., _.( .. . ----\ ..._ _ , ..., .„„ . _ f 40 ---)\ 1 OEMIlL'•BL 0 ty i F. ? T L'I \\_____ r ir ,.. ......._ r-----„,,_ WI _,---". .)-- m Q `>_____11110PLEDP. "---_________ - r ( .. ' --______r-- ?i UTH..t_TPI -• �, + 0 . - , \, .:,. . '01 \N.. ---__ 0.003750 0.075 Miles II l Fairway Speed Limit Map 3 r \, ;------------, \ .'" \ , \, 6G MID OP i 1 _ } /.. ,.-----(> 79 ..----<--,-:- --..' 11 in., ___.________..--'-'17/ i ( "?"ze . ._ I T t_1._..---''... (1. ''''' i ' . d Y - 35 C=LLFIELDPD r� I _ - i 1 �L int-------- , -J� -....-- ______ ___ '� N7//: 0.01=13750 0.i 5 !,,`ties f Street Location: Fairway Range: from: Kell West To: Seymour Highway Posted Speed: 45 85% Speed measured at the following locations: Northbound Southbound Del Rio: 45.6 53.8 York: 49.7 51.9 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`"percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Because this section of Fairway contains both residential and commercial use, it is recommended that the posted speed remain 45 MPH. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi rinten e Traffic Engineering Department City of Wichita Falls 07/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Del Rio A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Northbound lane at Fairway © Del Rio in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Feb/29/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 338 vehicles passed through the location with a peak volume of 41 on Feb/29/12 at [12:45-13:00] and a minimum volume of 23 on Feb/29/12 at [13:15-13:30]. The AADT count for this study was 2,704. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 5.95% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.30 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 45.69 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 9 33 36 37 66 98 36 12 7 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 318 which represents 95 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 18 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 318 16 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [12:45-13:00] the average headway between vehicles was 21.429 seconds. During the slowest traffic period, on Feb/29/12 at [13:15-13:30] the average headway between vehicles was 37.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 80.00 and 91.00 degrees F. Apr/24/12 11:06 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Del Rio A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Southbound lane at Fairway cc Del Rio in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Feb/29/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 467 vehicles passed through the location with a peak volume of 51 on Feb/29/12 at [13:00-13:15] and a minimum volume of 28 on Feb/29/12 at [11:15-11:30]. The AADT count for this study was 3,736. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 43 MPH with 25.60% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 2.60 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 53.81 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 6 28 34 25 70 100 78 63 43 9 1 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 393 which represents 85 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 68 which represents 0 percent of the total classified vehicles. < r 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 393 65 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [13:00-13:15] the average headway between vehicles was 17.308 seconds. During the slowest traffic period, on Feb/29/12 at [11:15-11:30] the average headway between vehicles was 31.034 seconds. WEATHER The roadway surface temperature over the period of the study varied between 80.00 and 93.00 degrees F. Apr/24/12 11:07 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ York A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Southbound lane at Fairway ig York in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Feb/29/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 371 vehicles passed through the location with a peak volume of 37 on Feb/29/12 at [13:15-13:30] and a minimum volume of 24 on Feb/29/12 at [12:30-12:45]. The AADT count for this study was 2,968. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 44 MPH with 20.00% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.54 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 51.96 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 4 6 6 21 47 108 101 46 26 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 347 which represents 94 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 23 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 347 23 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [13:15-13:30] the average headway between vehicles was 23.684 seconds. During the slowest traffic period, on Feb/29/12 at [12:30-12:45] the average headway between vehicles was 36 seconds. WEATHER The roadway surface temperature over the period of the study varied between 80.00 and 91.00 degrees F. Apr/24/12 11:08 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ York A study of vehicle traffic was conducted with HI-STAR unit number 3248. The study was done in the Northbound lane at Fairway © York in Wichita Falls, TX in Wichita county. The study began on Apr/30/12 at 11:00 and concluded on Apr/30/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 244 vehicles passed through the location with a peak volume of 30 on Apr/30/12 at [13:00-13:15] and a minimum volume of 12 on Apr/30/12 at [12:30-12:45]. The AADT count for this study was 1,952. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 44 MPH with 13.99% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.41 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 49.77 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 1 0 2 9 49 82 64 26 7 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 213 which represents 88 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 30 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 213 28 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/30/12 at [13:00-13:15] the average headway between vehicles was 29.032 seconds. During the slowest traffic period, on Apr/30/12 at [12:30-12:45] the average headway between vehicles was 69.231 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87.00 and 117.00 degrees F. May/21/12 11:02 Page: 1 Fairway Speed Limit Map 4 y ti \.\ --\----'...."--.:11 • __I i, . , ..,-- % \ ./4 , . ,.,,,,x.,:„.„\\ . r • .....„... . _I dill _.._ .., ___... d '77:7""Z...... , 1 ' ..,:s.14. ..---_____>,--_ Il „,__------ --vr l- l/'-,,,:' ''' ' I rr^ J fl .r.s� ,. --- 1:1 ). ( . r. 35 r: uLL FIELD FD+ I .--Y ,* ~ Street Location: Galveston Range: from: Jacksboro Highway To: East Scott Posted Speed: 30 MPH Recommended Speed: 35 MPH 85% Speed measured at the following locations: Eastbound Westbound East Scott: 35.7 Near Kentucky : 39.0 39.4 Date: May 22, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Tra i rintenden Traffic Engineering Department City of Wichita Falls 5/22/2012 1 Nu-Metrics Traffic Analyzer Study • Computer Generated Summary Report City: Wichita Falls Street: Galveston & S Rosewood @ E Scott A study of vehicle traffic was conducted with HI-STAR unit number 3831. The study was done in the North lane on Galveston & S Rosewood @ E Scott in Wichita Falls, Tx in Wichita county. The study began on 11/12/2002 at 01:30 PM and concluded on 11/13/2002 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,670 vehicles passed through the location with a peak volume of 56 on 11/12/2002 at 03:15 PM and a minimum volume of 0 on 11/13/2002 at 01:15 AM. The AADT Count for this study was 1,670. SPEED At least half of the vehicles were traveling in the 30 -34 mph range or a lower speed. The average speed for all classified vehicles was 30 mph. The HI-STAR found 0.36 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 35.72 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,623 which represents 97.60 percent of the total classified vehicles. The number of Small Trucks in the study was 32 which represents 1.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 4 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 4 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 11/12/2002 at 03:15 PM the average headway between the vehicles was 15.79 seconds. The slowest traffic period was on 11/13/2002 at 01:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 44 and 89 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Comptl er Generated Summary Report City: Wichita Falls Street: Galveston Kentucky A study of vehicle traffic was conducted with HI-STAR unit number 2914_ The study was done in the Eastbound lane at Galveston @ Kentuci+v in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 15:00 and concluded on May/22/12 at 09:00, lasting a total of 18.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 493 vehicles passed through the location with a peak volume of 22 on May/21/12 at [15:00-15:15] and a minimum volume of 0 on May/22/12 at [01:00-01:15]. The AADT count for this study was 657. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles vit re traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 10.86% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.02 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 11 44 121 151 107 36 7 6 4 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 443 which resents 91 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The num4:: of Tractor Tellers in the study was 45 which represents 0 percent of the total classified vehicles. VI < 22 40 50 60 70 80 1 140 to to to to to to to to 21 39 49 59 69 79 139 > 443 37 3 2 1 0 2 0 CHART 2 HEADWAY ". Y Duringthepeak trafficperiod, on May/21/12 at [15:00-15:15] the average headwayt.� e i tw en vehic ._ . .gas I� 39.13 seconds. During the slowest traffic period, on May/22/12 at [01:00-01:15] the r vrerage headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 99.00 degrees F. May/22/12 13:34 r-,,e: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston Btn Scott & Jacksboro A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the westbound lane at Galveston Btn Scott & Jacksboro in Wichita Falls, TX in Wichita county. The study began on Mar/06/12 at 10:00 and concluded on Mar/06/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 274 vehicles passed through the location with a peak volume of 32 on Mar/06/12 at [12:30-12:45] and a minimum volume of 13 on Mar/06/12 at [10:45-11:00]. The AADT count for this study was 2,192. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 37.64% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.42 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 5 13 51 98 69 22 9 2 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 250 which represents 92 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 21 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 250 18 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/06/12 at [12:30-12:45] the average headway between vehicles was 27.273 seconds. During the slowest traffic period, on Mar/06/12 at [10:45-11:00] the average headway between vehicles was 64.286 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 87.00 degrees F. May/21/12 09:52 Page: 1 Galveston Speed Limit Map 3 xuse - d �z �" :f . w 4 , k B ! ^ • x. , _ Lt_ ,a.+n, r • " C r 41 i yW r _ � 7 — — r""-"IP' -'7 i H7P 11° 111 lli 'r — . --,--NEHRIETT. T ---" _- . ,.« t y, 4it! . il Lk y ' 114LE.,sT_ ,.M, , '" ,M1lIr,. 4 a ,F #41 " a. .. p� N ,� � _ s .r { w, x .Y t \ d pL' - M" pp � •.4Y'�.` � ;�F •�"'s i p«"�: — � I. No a.'""""i""Mij a. ., ra r. / 9 FO RT WORTH SI a th -me-„""".:.. ,,r FaJ RT 4VJRTH ST ` ■ III apt 1 jai ipiii err " rrwa, . xLLEh' " , r Q . d rr tivac05T IAAIII . - 4 6 ..,.vim ... Y .�, i , Ill t il 'Y *y ',, hi ,e' m,.z r.. .,,y�. rY � 1 rON mow. r7,--1G f r• , �! r. u all Q i' }° I i -. ■ 1 4 �, Iiiilir,� 0 4 �r ' r Aa bli 9 1 s ....Tx/Mg ,..�.,,,...... E � ' � 0 a i1 Street Location: Galveston Range: from: Holliday Street To: Jacksboro Highway Posted Speed: 35 MPH 85% Speed measured at the following locations: Eastbound Westbound Near Austin: 38.0 37.5 Near Jacksboro : 26.1 23.7 Date: May 22, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. / Traffi S •-rintendent Traffic Engineering Department City of Wichita Falls 5/22/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston (Austin A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Eastbound lane at Galveston cc Austin in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 15:00 and concluded on May/22/12 at 09:00, lasting a total of 18.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 112 vehicles passed through the location with a plak volume of 8 on May/22/12 at [07:45-08:00] and a minimum volume of 0 on May/21/12 at [18:15-18:30]. The AADT count for this study was 149. SPEED Chart 1 lists the values of the sip(? d bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 25.89% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 2 8 30 42 20 7 2 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 104 which represents 93 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 8 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 104 7 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/22/12 at [07:45-08:00] the average headway between vehicles was 100 seconds. During the slowest traffic period, on May/21/12 at [18:15-18:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 99.00 degrees F. May/22/12 13:34 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston Btn Jacksboro @ Broad A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the westbound lane at Galveston Btn Jacksboro Broad in Wichita Falls, TX in Wichita county. The study began on Mar/06/12 at 10:00 and concluded on Mar/06/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 85 vehicles passed through the location with a peak volume of 12 on Mar/06/12 at [11:15-11:30] and a minimum volume of 4 on Mar/06/12 at [10:45-11:00]. The AADT count for this study was 680. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 7.06% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 6 13 21 24 14 0 4 1 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 71 which represents 84 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 14 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 71 10 2 0 0 1 0 1 CHART 2 HEADWAY During the peak traffic period, on Mar/06/12 at [11:15-11:30] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on Mar/06/12 at [10:45-11:00] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 85.00 degrees F. May/2?J1215:45 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston @ Jacksboro A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the East lane on Jacksboro in Wichita Falls, TX in Wichita county. The study began on 06/30/2008 at 09:30 AM and concluded on 07/01/2008 at 09:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 739 vehicles passed through the location with a peak volume of 22 on 06/30/2008 at 01:30 PM and a minimum volume of 0 on 06/30/2008 at 11:15 PM. The AADT Count for this study was 739. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 22 mph with 0.61 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 26.15 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 638 which represents 97.30 percent of the total classified vehicles. The number of Small Trucks in the study was 17 which represents 2.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 06/30/2008 at 01:30 PM the average headway between the vehicles was 39.13 seconds. The slowest traffic period was on 06/30/2008 at 11:15 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 81 and 144 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston @ Jacksboro A study of vehicle traffic was conducted with HI-STAR unit number 3829. The study was done in the West lane on Jacksboro in Wichita Falls, TX in Wichita county. The study began on 06/30/2008 at 09:30 AM and concluded on 07/01/2008 at 09:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,634 vehicles passed through the location with a peak volume of 42 on 06/30/2008 at 05:00 PM and a minimum volume of 0 on 07/01/2008 at 01:30 AM. The AADT Count for this study was 1,634. SPEED At least half of the vehicles were traveling in the 15 - 19 mph range or a lower speed. The average speed for all classified vehicles was 19 mph with 1.54 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.16 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 23.73 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,211 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 16 which represents 1.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 06/30/2008 at 05:00 PM the average headway between the vehicles was 20.93 seconds. The slowest traffic period was on 07/01/2008 at 01:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 81 and 142 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Galveston Speed Limit Map 2 u4NR�rrnsr ., 401111, r ro J: 11 r01 �r .- w PORT WORTH si .r c ,,, %, 4,0 clist de , ,2; 7 1 , . " m 0 .. , ,,,./, ,.,,,Srl.a.cdak, 4 I,MN , M , r- '''''',4,if [kii. - ii. 1 . ,. 04 4 � ,M M y,,�!' .W ti ` 411 g &ANrNTONIts CT f: 4000 I 1° ....„4„:111 " Mk liperip.H1 Ili.E T.r.pyi Int 410 mar r i h 4 sr. f ' ll ;TN ST I � V :2 �...N .r +� 50/4gSlrr` ' x Y ( ,, r. . i w l r * '''' 'f/E \i'' 4. �� y, cUT�' L., i . m lilt ., ,r. G tr a .q S Galveston Speed Limit Map 3 i * 119 � , I � ' "` �� ;� Y' �+ "� � .: ri it OW aENRIETTxiT - "' y�• s„ 1 i $ I MAPS ST . 1 " IN II "ANC: l { *1 /21 T » _ . . . ..: 1 i .0.0. . 1 ,, r..,l rct�cr � r w� pill oll I S �„r•� un. ai.,r1Yr:,.. t' r ..,ro.. . a _s^ , r"-------T* ----, W -, ....- 1---- . Cr0.LVJESTOH sr— 35 ., a z r t ' g 11,14 . i . ... r i V r 1 , _ „__.- ,. '_ Y, , �.,I i 09 ,,air: � p rm 4 £' F 9dr ` . .., YIF Street Location: Galveston Range: from: Kell To: Holliday Street Posted Speed: 40 MPH 85%Speed measured at the following locations: Eastbound Westbound Near Kell: 42.7 Holliday Road: 36.4 24.1 Yale: 32.8 36.3 Date: May 21, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic a tenden Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston btn Kell and Holliday A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Eastbound lane at Galveston btn Kell and Holliday in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 227 vehicles passed through the location with a peak volume of 23 on May/01/12 at [12:15-12:30] and a minimum volume of 13 on May/01/12 at [10:30-10:45]. The AADT count for this study was 1,816. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 1.76% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.71 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 3 19 47 97 48 9 2 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 207 which represents 91 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 20 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 207 20 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:15-12:30] the average headway between vehicles was 37.5 seconds. During the slowest traffic period, on May/01/12 at [10:30-10:45] the average headway between vehicles was 64.286 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 119.00 degrees F. May/21/12 09:51 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston & Holliday A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the East lane on Galveston & Holliday in Wichita Falls, TX in Wichita county. The study began on 06/26/2008 at 01:00 PM and concluded on 06/27/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,179 vehicles passed through the location with a peak volume of 33 on 06/26/2008 at 04:45 PM and a minimum volume of 0 on 06/26/2008 at 11:45 PM. The AADT Count for this study was 1,179. SPEED At least half of the vehicles were traveling in the 25-29 mph range or a lower speed. The average speed for all classified vehicles was 29 mph. The HI-STAR found 0.72 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 36.41 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,089 which represents 97.40 percent of the total classified vehicles. The number of Small Trucks in the study was 22 which represents 2.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 06/26/2008 at 04:45 PM the average headway between the vehicles was 26.47 seconds. The slowest traffic period was on 06/26/2008 at 11:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 143 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston & Holiday A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the West lane on Galveston & Holliday in Wichita Falls, TX in Wichita county. The study began on 06/26/2008 at 01:00 PM and concluded on 06/27/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 853 vehicles passed through the location with a peak volume of 26 on 06/26/2008 at 05:00 PM and a minimum volume of 0 on 06/27/2008 at 02:15 AM. The AADT Count for this study was 853. SPEED At least half of the vehicles were traveling in the 15- 19 mph range or a lower speed. The average speed for all classified vehicles was 20 mph. The HI-STAR found 0.86 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 24.19 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 685 which represents 97.90 percent of the total classified vehicles. The number of Small Trucks in the study was 14 which represents 2.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 06/26/2008 at 05:00 PM the average headway between the vehicles was 33.33 seconds. The slowest traffic period was on 06/27/2008 at 02:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 86 and 142 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston Yale A study of vehicle traffic was conducted with HI-STAR unit number 3248. The study was done in the Eastbound lane at Galveston © Yale in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 109 vehicles passed through the location with a peak volume of 13 on May/01/12 at [12:00-12:15] and a minimum volume of 3 on May/01/12 at [11:45-12:00]. The AADT count for this study was 872. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 0.00% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 32.83 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 6 26 45 23 6 1 0 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 102 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 6 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 102 5 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:00-12:15] the average headway between vehicles was 64.286 seconds. During the slowest traffic period, on May/01/12 at [11:45-12:00] the average headway between vehicles was 225 seconds. WEATHER The roadway surface temperature over the period of the study varied between 101.00 and 126.00 degrees F. May/21/12 09:50 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Galveston as Yale A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Westbound lane at Galveston @ Yale in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 202 vehicles passed through the location with a peak volume of 27 on May/01/12 at [12:45-13:00] and a minimum volume of 8 on May/01/12 at [10:45-11:00]. The AADT count for this study was 1,616. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 1.51% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 36.35 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 2 23 65 72 26 8 2 0 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 184 which represents 92 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 15 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 184 13 0 1 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:45-13:00] the average headway between vehicles was 32.143 seconds. During the slowest traffic period, on May/01/12 at [10:45-11:00] the average headway between vehicles was 100 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89.00 and 103.00 degrees F. May/21/12 09:50 Page: 1 Galveston Speed Limit Map 1 1,4...'1 N ,, v'».L81+,,i",Y,Ar...;'''' '4`i1;4,,,a',71/44 , ,.•,,,,,^; ', ''': !'', , ',)'" , \0...)7 '' '• '.g.e..,...1;. ‘ F d!' , ...; 11 ''1.--- II -, MA ' .: , .`,.'', '''k ':" 1:1- - $ 1 \\ i'.' %‘.• A.- i 1 ii $1,I $ 11 lir st ' 4.,..211L Aiwa, q, 1,7;dir " 11111 :' ' " ' ' l?.? *"?' - '''' .:',"",1:•'-N ' le ; ,„,.- -,t,,L, . .3 ,\‘,. ,......,,,-4.- , • .f'`-'1,,' "Ili I Lu ,,,,,,. .. . , 1 ....„„ , o , ,t-, .. ,.z. '''''''1,,t °' ' ...01'''-" / - -,I .,--..''''''9101/41 ' , -ak L..,... laTH f,-,T ,, ., ..t., _. 10 Ili' 0 g „,"---. . 1 , ..$ . ,, , -°-- o...1r-• ..... l' . ' . " .. . ,.. ..- . AL V*,' III :1 1 $61 Si, i • i .''''.7::: '- - '. - 0 . , ou , r, i . a ,,7 . eL.. - ,..,.. . ,, .,,,,..„ .. .... Api,... l''" 'fr:>''''1;'j'4'4 '4'''''4' 4 41''';44' ' . ' ft" 3 -7„.2-..:01.1.]u's At E .. ' ''.:.1 . .,,,..''',..-,..,3,.dir•r:' '7::if,.. ,,..OF 001ar11.111.t..,,., ,,,' leh:,.:.'.',1...,,.\.,2'.,,':'1:',,',1. i!strit, ,..„ ,,,, .,,,, ..,:: CG ,,---- \\ . c.:„--- . . , . . Goir,•sT , ir - .,, .,-- t. 1111 1.11 . .- ..,.,, ri„. ''' An --.., - -.r. , PIIM _I ,-- ii ' 'MI - R Ili Pi 'OOL"' " lit- a, .,,,N. \ r " Alli ,..- -ir, -3 ., 0 ..iat, ... * . ..... oo.*„,, . , •,„: ..., \ ' 0 lh ' id! i it •: : I' W k ' ,,•- .11.010 , " ! - . ,, v ,,, I ALI... •, ,, . ',, ' . ,, . wi d,,sip;* I . r t 0 . , L ,,,* ,- . ,,,_ - , , lei H.. \,'‘,- 2 era. . _0. . , >,,,,, \ •'- :,, Li. ** wil- ir. • i., . , , IMF' .,, , , , 1 '',,, A , , .'' C, po .AM lir ••• ...aa 141 . .'.... i IP... “ . •,,,./.•' ' .„\ • par./pp . .i 1..ti A ..•'•.., ...........,2KiEtEhAve, . .. ...., 4 ..., ,lis .0'. .06, 4. .14 L, ...1 ' ... .Me 1r ,:. 1; oip."." 111111! J17 I ' MIJ....... I . . '' .,, iii.,co -imi-1 L.' • Street Location: Hamilton Range: from: Hampstead To: 675 Foot North East of Berkeley Posted Speed: 40 85% Speed measured at the following locations: Northbound Southbound Near Berkeley: 47.5 43.7 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra rc perintendent Traffic Engineering Department City of Wichita Falls 07/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hamilton @ Berkeley A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Northbound lane at Hamilton @ Berkeley in Wichita Falls, TX in Wichita county. The study began on Apr/24/12 at 11:00 and concluded on Apr/24/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 189 vehicles passed through the location with a peak volume of 21 on Apr/24/12 at [11:45-12:00] and a minimum volume of 11 on Apr/24/12 at [12:30-12:45]. The AADT count for this study was 1,512. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 19.21% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 2.26 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 47.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 2 3 10 13 17 33 39 26 14 8 8 3 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 156 which represents 88 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 21 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 156 14 2 2 0 1 1 1 CHART 2 HEADWAY During the peak traffic period, on Apr/24/12 at [11:45-12:00] the average headway between vehicles was 40.909 seconds. During the slowest traffic period, on Apr/24/12 at [12:30-12:45] the average headway between vehicles was 75 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 76.00 degrees F. May/01/1211:24 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hamilton @ Berkeley A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Southbound lane at Hamilton © Berkeley in Wichita Falls, TX in Wichita county. The study began on Apr/24/12 at 11:00 and concluded on Apr/24/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 287 vehicles passed through the location with a peak volume of 42 on Apr/24/12 at [13:30-13:45]and a minimum volume of 19 on Apr/24/12 at [12:30-12:45]. The AADT count for this study was 2,296. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 11.70% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.35 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.75 MPH. < 5 10 15 20 25 30 35 40 45 50 55 165 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 1 12 27 78 8940 23 4 5 1 0 0 CHART I CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 261 which represents 93 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 21 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 261 20 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/24/12 at [13:30-13:45] the average headway between vehicles was 20.93 seconds. During the slowest traffic period, on Apr/24/12 at [12:30-12:45] the average headway between vehicles was 45 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89.00 and 107.00 degrees F. a May/01/1211:25 Page: 1 Hamilton Speed Map B May 1, 2012 AP- jii DAN' ONG�T I ,444 4.04 6' ' q N a 4111011111111! LLn ill UP'TEA0LN = ,» as r � u �. 0.d9,471750 0,.0354 M4I fs b. I .o M Hamilton Speed Limit Map / . li I14,LE..7 —,— I ----___--__ ...-- . I .. --- . „ _____,...., , ..., -,, .A. --_____,,, . , . .. *" . 7 . ., 0 : . / i 1 1 77 1 , 1.1:0 IP'TEa.D LI4 1 40 7\"\----- LIIIY..ETE MI P t.'.. _ Street Location: Harding Range: from: Emanuel Davis Overpass To: Linda Lane Posted Speed: 35 Recommended Speed: 40 MPH 85%Speed measured at the following locations: Eastbound Westbound Homes: 47.3 44.3 Redwood: 49.3 43.6 Williams: 41.9 Ottis Polk: 48.7 42.5 Thompson: 43.4 43.9 Date: April 23, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. This section of Harding is primarily residential and varies from a four lane median divided to four lane, it is relatively straight and flat. This section also abuts a 50 MPH section and a 45 MPH section. The 85%speed is consistently over 40 MPH. Because of these factors, it is recommended that the speed limit be increased to 40 MPH. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Fails. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traff p rintendent Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Fire Station A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the East lane on Harding @ Fire Station in Wichita Falls, Tx in Wicita county. The study began on 07/13/2005 at 11:00 AM and concluded on 07/14/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,122 vehicles passed through the location with a peak volume of 55 on 07/13/2005 at 03:30 PM and a minimum volume of 1 on 07/14/2005 at 04:00 AM. The AADT Count for this study was 2,122. SPEED At least half of the vehicles were traveling in the 35-39 mph range or a lower speed. The average speed for all classified vehicles was 39 mph. The HI-STAR found 2.76 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 47.33 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,028 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 23 which represents 1.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 9 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/13/2005 at 03:30 PM the average headway between the vehicles was 16,07 seconds. The slowest traffic period was on 07/14/2005 at 04:00 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 147 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Fire Station A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the West lane on Harding @ Fire Station in Wichita Falls, Tx in Wicita county. The study began on 07/13/2005 at 11:00 AM and concluded on 07/14/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,990 vehicles passed through the location with a peak volume of 58 on 07/13/2005 at 04:00 PM and a minimum volume of 1 on 07/14/2005 at 12:45 AM. The AADT Count for this study was 1,990. SPEED At least half of the vehicles were traveling in the 35- 39 mph range or a lower speed. The average speed for all classified vehicles was 38 mph. The HI-STAR found 0.90 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 44.36 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,868 which represents 98.70 percent of the total classified vehicles. The number of Small Trucks in the study was 12 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 4 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 8 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/13/2005 at 04:00 PM the average headway between the vehicles was 15.25 seconds. The slowest traffic period was on 07/14/2005 at 12:45 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 146 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Harding A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Eb.lt Redwood lane at Harding in Wichita Falls, TX in Wichita county. The study began on Dec/15/09 at 11:00 and concluded on Dec/16/09 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1288 vehicles passed through the location with a peak volume of 43 on Dec/16/09 at [07:45-08:00] and a minimum volume of 0 on Dec/16/09 at [01:30-01:45].The AADT count for this study was 1,288. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 53.79% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 2.26 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 49.36 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 4 2 10 57 171 348 320 202 98 40 16 7 6 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1130 which represents 88 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Milers in the study was 151 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1130 136 8 5 3 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Dec/16/09 at [07:45-08:00] the average headway between vehicles was 20.455 seconds. During the slowest traffic period, on Dec/16/09 at [01:30-01:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 31.00 and 60.00 degrees F. Feb/22/12 10:50 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Harding A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Wb.lt Redwood lane at Harding in Wichita Falls, TX in Wichita county. The study began on Dec/15/09 at 11:00 and concluded on Dec/16/09 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1429 vehicles passed through the location with a peak volume of 47 on Dec/16/09 at [07:45-08:00] and a minimum volume of 0 on Dec/16/09 at [02:00-02:15].The AADT count for this study was 1,429. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 31.43% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.49 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.63 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 0 4 53 180 270 466 321 95 19 4 5 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1365 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 54 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1365 51 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Dec/16/09 at [07:45-08:00] the average headway between vehicles was 18.75 seconds. During the slowest traffic period, on Dec/16/09 at [02:00-02:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 31.00 and 52.00 degrees F. Feb/22/12 10:49 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding (Cross @ Rdwd & Clvind) A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the East lane on Harding (Cross @ Rdwd & CivInd) in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 10:00 AM and concluded on 01/10/2006 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,942 vehicles passed through the location with a peak volume of 67 on 01/09/2006 at 03:15 PM and a minimum volume of 0 on 01/10/2006 at 12:45 AM. The AADT Count for this study was 1,942. SPEED At least half of the vehicles were traveling in the 30- 34 mph range or a lower speed. The average speed for all classified vehicles was 33 mph with 36.4 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.45 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.51 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,739 which represents 98.90 percent of the total classified vehicles. The number of Small Trucks in the study was 17 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/09/2006 at 03:15 PM the average headway between the vehicles was 13.24 seconds. The slowest traffic period was on 01/10/2006 at 12:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 36 and 76 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding (Cross @ Rdwd & Clvind) A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the West lane on Harding (Cross @ Rdwd &Clvind) in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 10:00 AM and concluded on 01/10/2006 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,948 vehicles passed through the location with a peak volume of 62 on 01/10/2006 at 08:00 AM and a minimum volume of 0 on 01/10/2006 at 01:45 AM. The AADT Count for this study was 1,948. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 36 mph with 56.2 percent exceeding the posted speed of 35 mph. The HI-STAR found 1.08 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 43.13 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,810 which represents 98.10 percent of the total classified vehicles. The number of Small Trucks in the study was 24 which represents 1.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 8 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 3 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/10/2006 at 08:00 AM the average headway between the vehicles was 14.29 seconds. The slowest traffic period was on 01/10/2006 at 01:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 34 and 69 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Harding(Williams A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the East left lane at Harding @ Williams in Wichita Falls, TX in Wichita county. The study began on Sep/29/11 at 06:00 and concluded on Sep/29/11 at 16:00, lasting a total of 10.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 641 vehicles passed through the location with a peak volume of 62 on Sep/29/11 at [07:45-08:00] and a minimum volume of 2 on Sep/29/11 at [06:45-07:00].The AADT count for this study was 1,538. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 41.94% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.51 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 41.97 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 8 20 62 114 138 132 66 32 8 6 2 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 543 which represents 92 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 46 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 543 37 4 0 2 0 2 1 CHART 2 HEADWAY During the peak traffic period, on Sep/29/11 at [07:45-08:00] the average headway between vehicles was 14.286 seconds. During the slowest traffic period, on Sep/29/11 at [06:45-07:00] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 107.00 degrees F. Feb/22/12 10:55 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Otis Polk A study of vehicle traffic was conducted with HI-STAR unit number 2906. The study was done in the East Left lane at Harding © Otis Polk in Wichita Falls, TX in Wichita county. The study began on Sep/29/11 at 06:00 and concluded on Sep/29/11 at 16:00, lasting a total of 10.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 607 vehicles passed through the location with a peak volume of 63 on Sep/29/11 at [07:45-08:00] and a minimum volume of 1 on Sep/29/11 at [11:30-11:45]. The AADT count for this study was 1,457. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 45.96% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 4.13 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 48.75 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 9 50 112 85 57 72 71 48 35 17 9 7 7 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 478 which represents 82 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 103 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 478 74 13 6 7 0 3 0 CHART 2 HEADWAY During the peak traffic period, on Sep/29/11 at [07:45-08:00] the average headway between vehicles was 14.063 seconds. During the slowest traffic period, on Sep/29/11 at [11:30-11:45] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 105.00 degrees F. May/03/12 15:18 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Otis Polk A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the West Left lane at Harding Otis Polk in Wichita Falls, TX in Wichita county. The study began on Sep/29/11 at 06:00 and concluded on Sep/29/11 at 16:00, lasting a total of 10.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 362 vehicles passed through the location with a peak volume of 29 on Sep/29/11 at [06:00-06:15] and a minimum volume of 4 on Sep/29/11 at [07:00-07:15]. The AADT count for this study was 869. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all dassifed vehicles was 33 MPH with 43.70% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.59 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.56 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 8 29 44 44 66 74 45 22 4 2 1 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 275 which represents 81 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 66 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 275 61 2 1 0 1 1 0 CHART 2 HEADWAY During the peak traffic period, on Sep/29/11 at [06:00-06:15] the average headway between vehicles was 30 seconds. During the slowest traffic period, on Sep/29/11 at [07:00-07:15] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76.00 and 134.00 degrees F. May/03/12 15:17 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding (Thompson) A study of vehicle traffic was conducted with HI-STAR unit number 3834. The study was done in the East lane on Harding (Thompson) in Wichita Falls, Tx in Wichita county. The study began on 07/13/2005 at 11:00 AM and concluded on 07/14/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 837 vehicles passed through the location with a peak volume of 21 on 07/13/2005 at 06:45 PM and a minimum volume of 0 on 07/14/2005 at 02:15 AM. The AADT Count for this study was 837. SPEED At least half of the vehicles were traveling in the 35-39 mph range or a lower speed. The average speed for all classified vehicles was 36 mph. The HI-STAR found 1.79 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 43.45 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 764 which represents 97.80 percent of the total classified vehicles. The number of Small Trucks in the study was 15 which represents 1.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/13/2005 at 06:45 PM the average headway between the vehicles was 40.91 seconds. The slowest traffic period was on 07/14/2005 at 02:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 84 and 149 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding (Thompson) A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the West lane on Harding (Thompson) in Wichita Falls, Tx in Wichita county. The study began on 07/13/2005 at 11:00 AM and concluded on 07/14/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 895 vehicles passed through the location with a peak volume of 57 on 07/13/2005 at 11:45 AM and a minimum volume of 0 on 07/14/2005 at 12:30 AM. The AADT Count for this study was 895. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph. The HI-STAR found 3.43 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 43.91 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 738 which represents 97.50 percent of the total classified vehicles. The number of Small Trucks in the study was 14 which represents 1.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.70 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/13/2005 at 11:45 AM the average headway between the vehicles was 15.52 seconds. The slowest traffic period was on 07/14/2005 at 12:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 84 and 147 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Harding Speed Limit Map 1 1 II OEEOR L / IUNNC.4N ST as - _ - Tt NFNRNEYST 'ij Rt W W I -� _ _ E1WO0C. . P t of 1 - S O r OFFUTTST yb� ~F GERM ST GC fa " W I r ,r \... (`W �{ 9 ."4-• ,- Ii CF• J/ � J I _ ! FY7OSENELT;T =` a L1tlO4i ST { Ill ' + TULS- S I I b TUlr2ST - F - 5 ROO _f Lu pil ((�� I O S Z 2 ` BONNERSf W Ill4 5 J 147; I,t'fCI IJ WAD ,.3_•1 •w I I ..,`.9,q, ►APCONI r / ''''''N''''+\,),,\(<1;.k, MN 1 --1—.._ ../1hi �tffr� / / GiL'.T,'IA LN �.{L WELCH ST ~& L1I I �I :4 W l'r Ia. a9Y9� • •� y.,+.; _g ftI/ kll►1PNREiPavr J x Q ff 64RWISEST a 1ROJTSi W I f �CfRe{`A m $ F1U%I. -NSTj Y �j Ill c T. PECAN ST _ g w 3 '��' c "+ / PECAN UT y] c A C ;1 0I(1g 50 = 0.0713.Miles JALICN DR Harding Speed Limit Map 2 ir 0 s•wr�frirrre•ra �a.. i<w■rMBr•imlwa®• \ i 'e'''.... TA -----\\..\..N 11 N. f HICKORY LN N 0 TU L:4^.'.,i\ il as s W W 1 w K. r 40 I 45 1 _i GRANT GIL LN 01 6 II , (9f L I+IL± TROUT ST F ' o h N W 4' fi o _ d a- VV Wall LUTHER! .I0JR L. 'n O.OAB03750 0.075 Miles ....` N RD Street Location: Harding Range: from: Linda Lane To: Cottonwood Posted Speed: 45 85% Speed measured at the following locations: Eastbound Westbound Linda: 49.8 48.9 Morgan: 58.5 Reynolds: 52.8 51.2 Cottonwood: 51.8 50.3 Date: July 13, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`n percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. While the 85%speed is above 50 at most measured locations,this section of Harding is primarily residential in nature therefore it is recommended that the speed limit remain at 45 mph. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Su erintendent Traffic Engineering Department City of Wichita Falls 7/13/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Linda Ln. A study of vehicle traffic was conducted with HI-STAR unit number 3834. The study was done in the East lane on Harding @ Linda Ln. in Wichita Falls, Tx in Wichita county. The study began on 07/19/2005 at 01:00 PM and concluded on 07/20/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 752 vehicles passed through the location with a peak volume of 18 on 07/19/2005 at 02:45 PM and a minimum volume of 0 on 07/20/2005 at 03:00 AM. The AADT Count for this study was 752. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 42 mph with 34.8 percent exceeding the posted speed of 45 mph. The HI-STAR found 6.25 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 49.81 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 686 which represents 97.40 percent of the total classified vehicles. The number of Small Trucks in the study was 17 which represents 2.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/19/2005 at 02:45 PM the average headway between the vehicles was 47.37 seconds. The slowest traffic period was on 07/20/2005 at 03:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 84 and 143 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Linda Ln. A study of vehicle traffic was conducted with HI-STAR unit number 3708. The study was done in the West lane on Harding @ Linda Ln. in Wichita Falls, Tx in Wichita county. The study began on 07/19/2005 at 01:00 PM and concluded on 07/20/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 789 vehicles passed through the location with a peak volume of 20 on 07/19/2005 at 06:30 PM and a minimum volume of 0 on 07/20/2005 at 12:00 AM. The AADT Count for this study was 789. SPEED At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 40 mph with 26.7 percent exceeding the posted speed of 45 mph. The HI-STAR found 4.76 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 48.96 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 701 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 10 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/19/2005 at 06:30 PM the average headway between the vehicles was 42.86 seconds. The slowest traffic period was on 07/20/2005 at 12:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 143 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Reynolds A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Eastbound lane at Harding cLD Reynolds in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 15:00 and concluded on Jul/12/12 at 17:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 64 vehicles passed through the location with a peak volume of 12 on Jul/12/12 at [16:45-17:00] and a minimum volume of 5 on Jul/12/12 at [15:00-15:15]. The AADT count for this study was 768. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 42 MPH with 21.88% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 3.13 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 52.86 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 5 6 8 6 13 12 7 5 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 52 which represents 81 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 12 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 52 12 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [16:45-17:00] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on Jul/12/12 at [15:00-15:15] the average headway between vehicles was 150 seconds. WEATHER The roadway surface temperature over the period of the study varied between 109.00 and 115.00 degrees F. JuU13/12 10:28 Page: 1 • Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: HArding @ Reynolds A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the westbound lane at HArding © Reynolds in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 15:00 and concluded on Jul/12/12 at 17:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 43 vehicles passed through the location with a peak volume of 12 on Jul/12/12 at [16:15-16:30] and a minimum volume of 1 on Jul/12/12 at [15:00-15:15]. The AADT count for this study was 516. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 18.60% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 4.65 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 51.25 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 5 6 1 2 10 10 4 2 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 28 which represents 65 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 15 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 28 14 0 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [16:15-16:30] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on Jul/12/12 at [15:00-15:15] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 126.00 and 142.00 degrees F. JuU13/12 10:29 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Harding A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Wb.Morgan lane at Harding in Wichita Falls, TX in Wichita county. The study began on Dec/15/09 at 11:02 and concluded on Dec/16/09 at 11:02, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 409 vehicles passed through the location with a peak volume of 13 on Dec/15/09 at [13:02-13:17] and a minimum volume of 0 on Dec/15/09 at [22:17-22:32].The AADT count for this study was 409. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45 - 50 MPH range or lower. The average speed for all classifed vehicles was 45 MPH with 62.85% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 13.49 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 58.57 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 3 5 17 18 45 58 61 62 50 21 25 10 7 11 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 305 which represents 78 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 88 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 305 78 6 2 1 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Dec/15/09 at [13:02-13:17] the average headway between vehicles was 64.286 seconds. During the slowest traffic period, on Dec/15/09 at [22:17-22:32] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 29.00 and 58.00 degrees F. Feb122/12 10:53 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Cottonwood A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the East lane on Harding @ Cottonwood in Wichita Falls, Tx in Wichita county. The study began on 07/19/2005 at 01:00 PM and concluded on 07/20/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 305 vehicles passed through the location with a peak volume of 17 on 07/19/2005 at 05:00 PM and a minimum volume of 0 on 07/19/2005 at 09:30 PM. The AADT Count for this study was 305. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 41 mph. The HI-STAR found 8.24 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 45 mph and the 85th percentile was 51.89 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 257 which represents 96.30 percent of the total classified vehicles. The number of Small Trucks in the study was 6 which represents 2.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 1.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/19/2005 at 05:00 PM the average headway between the vehicles was 50.0 seconds. The slowest traffic period was on 07/19/2005 at 09:30 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 143 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Cottonwood A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the West lane on Harding @ Cottonwood in Wichita Falls, Tx in Wichita county. The study began on 07/19/2005 at 01:00 PM and concluded on 07/20/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 261 vehicles passed through the location with a peak volume of 9 on 07/20/2005 at 07:15 AM and a minimum volume of 0 on 07/19/2005 at 01:15 PM. The AADT Count for this study was 261. SPEED At least half of the vehicles were traveling in the 35-39 mph range or a lower speed. The average speed for all classified vehicles was 39 mph. The HI-STAR found 4.47 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 50.38 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 241 which represents 98.00 percent of the total classified vehicles. The number of Small Trucks in the study was 5 which represents 2.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/20/2005 at 07:15 AM the average headway between the vehicles was 90.0 seconds. The slowest traffic period was on 07/19/2005 at 01:15 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 84 and 143 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Reynolds A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the West lane on Harding © Reynolds in Wichita Falls, Tx in Wichita county. The study began on 07/19/2005 at 01:00 PM and concluded on 07/20/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 352 vehicles passed through the location with a peak volume of 12 on 07/20/2005 at 07:15 AM and a minimum volume of 0 on 07/19/2005 at 10:30 PM. The AADT Count for this study was 352. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 40 mph with 30.6 percent exceeding the posted speed of 45 mph. The HI-STAR found 4.29 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 49.48 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 324 which represents 99.40 percent of the total classified vehicles. The number of Small Trucks in the study was 2 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/20/2005 at 07:15 AM the average headway between the vehicles was 69.23 seconds. The slowest traffic period was on 07/19/2005 at 10:30 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 141 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Harding @ Reynolds A study of vehicle traffic was conducted with HI-STAR unit number 6351. The study was done in the East lane on Harding @ Reynolds in Wichita Falls, Tx in Wichita county. The study began on 07/19/2005 at 01:00 PM and concluded on 07/20/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 387 vehicles passed through the location with a peak volume of 13 on 07/19/2005 at 05:00 PM and a minimum volume of 0 on 07/20/2005 at 12:15 AM. The AADT Count for this study was 387. SPEED At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 43 mph with 43.8 percent exceeding the posted speed of 45 mph. The HI-STAR found 9.54 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 45 mph and the 85th percentile was 52.87 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 359 which represents 97.80 percent of the total classified vehicles. The number of Small Trucks in the study was 6 which represents 1.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/19/2005 at 05:00 PM the average headway between the vehicles was 64.29 seconds. The slowest traffic period was on 07/20/2005 at 12:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 84 and 140 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Harding Speed Limit Map 2 M raarmiraaataa a•aaat ■meaaimaaimmaillsoaaaaa..rmaa.ma.rramarrarr• 4 1 a 1 • MC/Or.INN I 11 I I iliniiMMIll I il II • W 1 0AMA 0 0 ilir___ — — p � T . lit I e a ■ 1 11 Q.A. 1 fl Harding Speed Limit Map 2 • rAawrtaafaaXrrrr^yt,111, allirllIOMOar.NIINIM■ ka r I, 4 "C 41 d-P O W e S — JS V S 11J LSti15T a a %1011411a61' W MS'.I In H 04 EKE CE7iTER _ J -9 - W mu >Sr 40 46 I MUTC-kS.INS'J fY a O Y o C a ;nrr O Ill 0 (.."......"7 [4.. g o R tI x 1RAUT ST V o 0 MIy a W ce W 4 : t ce ce 1. 0 0.0/033750 0.0,'_S Miles IaftN I!lrNFR ic.i4JR DV D _.. .... ..... __ MINIMNRO .... I -1 • Harding Speed Limit Map 3 90.1o0...•emb..s.,•.immisidillSEMIMOOMONamlIM,FmMOni Ow II IP _ NARAELL LN 77 R4NGH RD ■ • v,ap Y LN I � B > o I 8 HICKORY LN I c 45 114 6 W 2 a0 O • BERTRICELN 8 0.07X03750 0.075 Miles Street Location: Hatton Range: from: Jacksboro To: Bonny Drive Posted Speed: 40 85% Speed measured at the following locations: Eastbound Westbound Alpine: 44.77 44.0 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi p n en ent Traffic Engineering Department City of Wichita Falls 07/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hatton @ Alpine A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Eastbound lane at Hatton c Alpine in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 318 vehicles passed through the location with a peak volume of 41 on Mar/07/12 at [12:45-13:00] and a minimum volume of 15 on Mar/07/12 at [10:00-10:15]. The AADT count for this study was 2,544. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 3.79% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.32 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.77 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 8 15 13 56 115 64 33 10 1 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 308 which represents 97 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 9 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 308 8 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:45-13:00] the average headway between vehicles was 21.429 seconds. During the slowest traffic period, on Mar/07/12 at [10:00-10:15] the average headway between vehicles was 56.25 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 83.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/03/12 15:45 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hatton @ Alpine A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the westbound lane at Hatton c Alpine in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 260 vehicles passed through the location with a peak volume of 43 on Mar/07/12 at [12:15-12:30] and a minimum volume of 13 on Mar/07/12 at [10:30-10:45]. The AADT count for this study was 2,080. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 1.55% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.39 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 44.40 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 4 6 15 61 150 17 1 2 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 243 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tellers in the study was 15 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 243 12 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:15-12:30] the average headway between vehicles was 20.455 seconds. During the slowest traffic period, on Mar/07/12 at [10:30-10:45] the average headway between vehicles was 64.286 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 83.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/03/12 15:45 Page: 1 Hatton Speed Limit Map 1 DT -o . ta-P E. / —_,+NTH W L/I E J / I `_ _P6LN 4. T— 40 - 45 . (11 I- -':. \\ 'I *al) 1 - -LLL /IDIED_OE --Ot D3750 ..775 les r 1 Street Location: Hatton Range: from: Bonny To: Windthorst Posted Speed: 45 85% Speed measured at the following locations: Eastbound Westbound Bonny: 38.7 43.2 Near Windthorst: 53.1 53.8 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to the condition of the roadway and in order to maintain consistency along this corridor, it is recommended that this section of Hatton Road remain posted for 45 mph. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Superintendent Traffic Engineering Department City of Wichita Falls 07/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hatton West of Bonny A study of vehicle traffic was conducted with HI-STAR unit number 3246. The study was done in the Eastbound lane at Hatton West of Bonny in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 120 vehicles passed through the location with a peak volume of 16 on May/01/12 at [12:15-12:30] and a minimum volume of 2 on May/01/12 at [10:45-11:00]. The AADT count for this study was 960. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 1.68% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.75 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 6 12 26 32 32 8 1 1 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 97 which represents 82 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 22 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 97 17 2 2 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:15-12:30] the average headway between vehicles was 52.941 seconds. During the slowest traffic period, on May/01/12 at [10:45-11:00] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 121.00 degrees F. May/03/12 15:46 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hatton West of Bonny A study of vehicle traffic was conducted with Hi-STAR unit number 3265. The study was done in the Westbound lane at Hatton West of Bonny in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 159 vehicles passed through the location with a peak volume of 18 on May/01/12 at [12:30-12:45] and a minimum volume of 6 on May/01/12 at [12:00-12:15]. The AADT count for this study was 1,272. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 9.21% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 1.32 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 43.20 MPH. < 5 10 115 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 3 11 21 41 37 25 6 1 5 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 126 which represents 83 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 26 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 126 22 1 1 0 2 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:30-12:45] the average headway between vehicles was 47.368 seconds. During the slowest traffic period, on May/01/12 at [12:00-12:15] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 119.00 degrees F. May/03/12 15:46 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hatton near Windthorst A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Eastbound lane at Hatton near Windthorst in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 119 vehicles passed through the location with a peak volume of 15 on May/01/12 at [12:15-12:30] and a minimum volume of 3 on May/01/12 at [10:45-11:00]. The AADT count for this study was 952. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45- 50 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 57.02% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.88 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 53.16 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 1 1 2 18 26 35 19 10 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 92 which represents 81 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 22 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 92 19 2 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:15-12:30] the average headway between vehicles was 56.25 seconds. During the slowest traffic period, on May/01/12 at [10:45-11:00] the average headway between vehicles was 225 seconds. WEATHER The roadway surface temperature over the period of the study varied between 99.00 and 126.00 degrees F. May/03/12 15:45 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hatton near Windthorst A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Westbound lane at Hatton near Windthorst in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 246 vehicles passed through the location with a peak volume of 30 on May/01/12 at [12:15-12:30] and a minimum volume of 11 on May/01/12 at [10:15-10:30]. The AADT count for this study was 1,968. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 54.10% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 1.64 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 53.89 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 0 1 3 11 28 68 53 54 21 2 1 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 194 which represents 80 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 50 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 194 45 2 1 1 1 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:15-12:30] the average headway between vehicles was 29.032 seconds. During the slowest traffic period, on May/01/12 at [10:15-10:30] the average headway between vehicles was 75 seconds. WEATHER The roadway surface temperature over the period of the study varied between 99.00 and 123.00 degrees F. May/03/12 15:45 Page: 1 Hatton Speed Limit Map 2 // /7/ r• d4 _ ; 3; i., F:TEMPI..1 E •r __. ._ r r ■ / y I / • I . r IM 1 r ■ r I • ✓ I r R Ca d I r 1 • w I r • ✓ I a o.o 3"` .t 0.075111 a h l Street Location: Huntington Range: from: Reilly To: US 287 Posted Speed: None Recommended Speed: 50 85% Speed measured at the following locations: Northbound Southbound Near 4301: 48.6 45.8 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85m percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to light traffic volumes, a sufficient data sample could not be obtained to accurately calculate the 85%speeds on Huntington. As a result, the "Trial Run Method" was utilized to make the final determination for the recommended speed. The TXDOT form 1929 is attached. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic erintendent Traffic Engineering Department City of Wichita Falls 7/25/2012 1 Street Location: Huntington Range: from: Reilly To: US 287 Posted Speed: None Recommended Speed: 50 85% Speed measured at the following locations: Northbound Southbound Near 4301: 48.6 45.8 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to light traffic volumes, a sufficient data sample could not be obtained to accurately calculate the 85%speeds on Huntington. As a result, the "Trial Run Method" was utilized to make the final determination for the recommended speed. The TXDOT form 1929 is attached. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Superintendent Traffic Engineering Department City of Wichita Falls 7/25/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hunnington A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the Northbound lane at Hunnington in Wichita Falls, TX in Wichita county. The study began on May/07/12 at 10:00 and concluded on May/08/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 109 vehicles passed through the location with a peak volume of 5 on May/07/12 at [17:00-17:15] and a minimum volume of 0 on May/07/12 at [12:00-12:15]. The AADT count for this study was 109. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 0.92% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 0.92 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 48.60 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 2 4 7 12 21 28 25 7 2 0 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 102 which represents 94 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 7 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 102 5 0 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/07/12 at [17:00-17:15] the average headway between vehicles was 150 seconds. During the slowest traffic period, on May/07/12 at [12:00-12:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 121.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 16:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Hunnington A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Southbound lane at Hunnington in Wichita Falls, TX in Wichita county. The study began on May/07/12 at 10:00 and concluded on May/08/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 97 vehicles passed through the location with a peak volume of 6 on May/07/12 at [17:15-17:30] and a minimum volume of 0 on May/07/12 at [12:00-12:15]. The AADT count for this study was 97_ SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 0.00% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 45.83 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 4 34 12 30 12 3 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 94 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 3 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 94 3 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/07/12 at [17:15-17:30] the average headway between vehicles was 128.571 seconds. During the slowest traffic period, on May/07/12 at [12:00-12:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76.00 and 115.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 16:25 Page: 1 A of Tranaporr tlon Form 1929(rev.3/21/2005) Summary of Trial Run for Speed Zones Date: 7/25/2012 Driver(s): Mark Beauchamp Time: (from) 14:45 (to)15:05 Weather: Clear/ Hot Surface Type:Asphalt Surface Condition: ❑Wet or®Dry/ ❑Smooth or®Rough Limits R=Reference Marker Speed County Highway/ ST=Station Length (miles per (City—if applicable) Control Section MP=Milepost (miles) hour) Begin End Wichita Falls,Wichita Huntington Reilly US 287 1.78 50 CO. 111,11 Instructions: • List counties(cities)in alphabetical order. • Order highways as follows: I. Interstate Highways 2. US Highways 3. State Highways 4. FM/RM Roads • Show lengths up to 3 decimal places. Page 1 of 1 ‘11110 Huntington Speed Limit Map 55 PEILL) PO I I I I I I I I I 1E1.111 ‘1W 24-2 GEPClD • • I I I lEl LII 0 111 0 1 fri) 9 ; 02§ 0 0.1 5 Miles / \ i Street Location: Johnson Range: from: Fairway To: Barnett Posted Speed: 40 85%Speed measured at the following locations: Eastbound Westbound Mistletoe: 46.11 Raider: 39.5 43.4 Sierria Blanca: 44.3 49.5 Date: May 2, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 851h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi erinten e Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Johnson @ Mistletoe A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the eastbound lane at Johnson @ Mistletoe in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 11:00 and concluded on Feb/22/12 at 13:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 239 vehicles passed through the location with a peak volume of 56 on Feb/22/12 at [12:45-13:00] and a minimum volume of 18 on Feb/22/12 at [11:00-11:15]. The AADT count for this study was 2,868. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 17.87% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.85 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 46.11 MPH. < 5 10 15 20 25 30 35 40 45 50 55 60 70 75 p to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 59 69 74 0 0 0 1 2 17 51 62 60 27 11 2 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 191 which represents 81 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 44 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 191 41 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/22/12 at [12:45-13:00] the average headway between vehicles was 15.789 seconds. During the slowest traffic period, on Feb/22/12 at [11:00-11:15] the average headway between vehicles was 47.368 seconds. WEATHER The roadway surface temperature over the period of the study varied between 82.00 and 97.00 degrees F. May/03/12 15:54 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Johnson ac Raider A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the eastbound lane at Johnson @ Raider in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 11:00 and concluded on Feb/22/12 at 13:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 190 vehicles passed through the location with a peak volume of 29 on Feb/22/12 at [12:00-12:15] and a minimum volume of 17 on Feb/22/12 at [11:00-11:15]. The AADT count for this study was 2,280. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 40.11% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 2.14 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.51 MPH. < 5 10 15 20 25 30 35 40 45 50 55 60 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 59 69 74 > 0 0 2 8 11 40 51 51 13 3 2 2 4 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 171 which represents 91 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 16 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 171 16 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/22/12 at [12:00-12:15] the average headway between vehicles was 30 seconds. During the slowest traffic period, on Feb/22/12 at [11:00-11:15] the average headway between vehicles was 50 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 97.00 degrees F. May/03/12 15:54 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Johnson @ Raider A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Westbound lane at Johnson © Raider in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 309 vehicles passed through the location with a peak volume of 39 on Apr/02/12 at [14:48-15:03] and a minimum volume of 16 on Apr/02/12 at [14:33-14:48]. The AADT count for this study was 2,472. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 3.27% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.47 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 4 17 20 70 103 62 17 7 3 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 241 which represents 79 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 65 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 241 56 5 3 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [14:48-15:03] the average headway between vehicles was 22.5 seconds. During the slowest traffic period, on Apr/02/12 at [14:33-14:48] the average headway between vehicles was 52.941 seconds. WEATHER The roadway surface temperature over the period of the study varied between 109.00 and 123.00 degrees F. May/03/12 15:54 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Johnson S. M Location: Johnson @ Sierra Blanca A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the eastbound lane at Johnson cc S. M in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 11:00 and concluded on Feb/22/12 at 13:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 125 vehicles passed through the location with a peak volume of 22 on Feb/22/12 at [11:45-12:00] and a minimum volume of 8 on Feb/22/12 at [11:30-11:45]. The AADT count for this study was 1,500. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 76.86% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.83 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.39 MPH. < 5 10 15 20 25 30 35 40 45 50 55 60 70 ' 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 59 69 74 > 0 0 0 1 1 5 21 4533 12 2 0 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 101 which represents 83 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 20 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 ' 140 to to to to to to to to 21 39 49 59 69 79 139 > 101 19 0 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/22/12 at [11:45-12:00] the average headway between vehicles was 39.13 seconds. During the slowest traffic period, on Feb/22/12 at [11:30-11:45] the average headway between vehicles was 100 seconds. WEATHER The roadway surface temperature over the period of the study varied between 78.00 and 97.00 degrees F. May/03/12 15:54 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Johnson @ Sierra Blanca Location: @ Sierria Blanca A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the westbound lane at Johnson @ Sierra Blanca in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 11:00 and concluded on Feb/22/12 at 13:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 120 vehicles passed through the location with a peak volume of 26 on Feb/22/12 at [12:00-12:15] and a minimum volume of 8 on Feb/22/12 at [11:15-11:30]. The AADT count for this study was 1,440. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 24.58% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 3.39 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 49.58 MPH. < 5 10 15 20 25 30 35 40 45 50 55 60 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 59 69 74 > 0 0 0 0 0 5 17 37 30 12 12 1 3 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 105 which represents 89 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 13 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 105 13 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/22/12 at [12:00-12:15] the average headway between vehicles was 33.333 seconds. During the slowest traffic period, on Feb/22/12 at [11:15-11:30] the average headway between vehicles was 100 seconds. II WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 85.00 degrees F. May103/12 15:54 Page: 1 Map 1 Johnson LimitSpeed .,7.. 4 . , 1 .. . •- „, 1„. ..„ .,, -, 0 .,.. 1 .„„ lot • . it' of ' °' ...+4 il I 1 i ... ' Ir 1 111 I %UM ' .....' g xi ( Pli t v„ i 1 , ‘00, S,0,00-14.0. 111;1 '' IL 11 r -. - 1V4e' Nifii, 'Ilk, \ '1'1'1'1' 4r00, *4107rm ' ' •'''''' \ ri . 1. '''‘`' '40.! ;,..',,z, ' * ' • ,<I6 I fie* V 11‘41i10\ 1111111L:11111 •Ilk:\ * **48ttt ,. * 4... 11 i I 14' 41°41110.0:•,„, , , 04 ' ,„....,', 4 ,. ii \ . it ',1* oh, ' Art,,,. -f ilk ,........--,,,-- ' *tili 141110411 • Johnson Speed Limit Map 2 . ,,,,,,,, , ii '4., -,, ...--.,!,,00s., 4,, .,,,- 1 . _.--- ..-b ,... ,,,,.4,, s I ... - - it —It--1,ii - of '•.,,„0, I), ,„„ji,„,,,,,,-_,k, . , ,46, :," „ 4,"' r- .04„ ik i,-1,7611.1": A 1.00- ... i 0 miii, Alb * 1 .'T '''''" 41. ,,,„. i ' 1,,‘ OM '7411"1 i ' • -ad°' 4 * , , ' ' • 'I ''''' IN AP— ' .00 ------- . 00, .1101.....,,,10,4.41111 1 . •Alf, 'Al ' ------' 19,, .• II ',4 1t. ._,.. ' lit' . 1111 „. „ , ... 3))000000 ,-- NN, .4, ''"I 11. , ,,.4 1401114 0.0,011.0? 42 a 4. Ai 4.4124 lilt Et 4.It 11 AI r ii ..-T: 1 . _ . . , ,,t •1 , r, elgriiliti4 ' , :4 .., 4 o 1 A 1, . /NO Street Location: Kemp Range: from: Seymour Highway To: Southwest Parkway Posted Speed: 40 85% Speed measured at the following locations: Northbound Southbound Seymour: 46.6 Liden: 45.3 9th: 37.5 33.9 10th: 39.2 31.4 Ave H 41.6 41.7 Avenue K: 42.5 38.3 Avenue M: 43.0 42.5 Avenue 0: 39.6 39.9 Kell East: 37.3 34.9 Near Parker Square: 39.8 36.6 Piedmont: 44.5 43.3 Hampstead: 40.0 42.4 Maplewood: 40.5 Midwestern: 43.7 44.6 Elliott: 42.1 41.9 Westgate: 54.5 50.0 Elmwood: 43.6 47.8 Date: July 12, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. 7/12/2012 1 STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra i erintendent Traffic Engineering Department City of Wichita Falls 7/12/2012 2 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Seymour Hwy. @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the North lane on Seymour Hwy. @ Kemp in Wichita Falls, Tx in Wichita county. The study began on 02/09/2005 at 08:00 AM and concluded on 02/10/2005 at 08:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 5,497 vehicles passed through the location with a peak volume of 131 on 02/09/2005 at 05:15 PM and a minimum volume of 1 on 02/10/2005 at 05:00 AM. The AADT Count for this study was 5,497. SPEED At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 41 mph. The HI-STAR found 1.58 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 46.64 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 5,426 which represents 98.70 percent of the total classified vehicles. The number of Small Trucks in the study was 49 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 13 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 9 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/09/2005 at 05:15 PM the average headway between the vehicles was 6.82 seconds. The slowest traffic period was on 02/10/2005 at 05:00 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37 and 69 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Kemp North of Linden A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Southbound left lane at Kemp North of Linden in Wichita Falls, TX in Wichita county. The study began on Mar/03/10 at 00:00 and concluded on Mar/04/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1252 vehicles passed through the location with a peak volume of 44 on Mar/03/10 at [15:30-15:45] and a minimum volume of 0 on Mar/03/10 at[01:00-01:15].The AADT count for this study was 1,252. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 86.08% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.46 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 45.34 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 1 0 3 14 102 338 267 104 26 3 4 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 849 which represents 98 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 13 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 849 11 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/03/10 at [15:30-15:45] the average headway between vehicles was 20 seconds. During the slowest traffic period, on Mar/03/10 at [01:00-01:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 89.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 11:15 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ 9th A study of vehicle traffic was conducted with HI-STAR unit number 3831. The study was done in the North lane on Kemp @ 9th in Wichita Falls, TX in Wichita county. The study began on 08/07/2008 at 10:30 AM and concluded on 08/08/2008 at 10:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,152 vehicles passed through the location with a peak volume of 76 on 08/07/2008 at 05:00 PM and a minimum volume of 0 on 08/08/2008 at 04:30 AM. The AADT Count for this study was 3,152. SPEED At least half of the vehicles were traveling in the 30 -34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph with 6.47 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.44 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 37.51 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,949 which represents 98.90 percent of the total classified vehicles. The number of Small Trucks in the study was 25 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 7 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/07/2008 at 05:00 PM the average headway between the vehicles was 11.69 seconds. The slowest traffic period was on 08/08/2008 at 04:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 135 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ 9th A study of vehicle traffic was conducted with HI-STAR unit number 6351. The study was done in the South lane on Kemp @ 9th in Wichita Falls, TX in Wichita county. The study began on 08/07/2008 at 10:30 AM and concluded on 08/08/2008 at 10:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,954 vehicles passed through the location with a peak volume of 103 on 08/07/2008 at 05:15 PM and a minimum volume of 2 on 08/08/2008 at 03:45 AM. The AADT Count for this study was 3,954. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 28 mph with 2.38 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.27 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 33.94 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,641 which represents 98.50 percent of the total classified vehicles. The number of Small Trucks in the study was 45 which represents 1.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 6 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 5 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/07/2008 at 05:15 PM the average headway between the vehicles was 8.65 seconds. The slowest traffic period was on 08/08/2008 at 03:45 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 138 degrees Fahrenheit. The HI-STAR determined that.the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 10th @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3837. The study was done in the North lane on 10th @ Kemp in Wichita Falls, Tx in Wichita county. The study began on 02/14/2005 at 07:00 AM and concluded on 02/15/2005 at 07:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 7,940 vehicles passed through the location with a peak volume of 196 on 02/14/2005 at 12:00 PM and a minimum volume of 1 on 02/15/2005 at 03:45 AM. The AADT Count for this study was 7,940. SPEED At least half of the vehicles were traveling in the 30 -34 mph range or a lower speed. The average speed for all classified vehicles was 33 mph. The HI-STAR found 0.28 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.25 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 7,832 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 76 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 17 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 3 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/14/2005 at 12:00 PM the average headway between the vehicles was 4.57 seconds. The slowest traffic period was on 02/15/2005 at 03:45 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48 and 95 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 10th @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3856. The study was done in the South lane on 10th @ Kemp in Wichita Falls, Tx in Wichita county. The study began on 02/14/2005 at 07:00 AM and concluded on 02/15/2005 at 07:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 6,247 vehicles passed through the location with a peak volume of 161 on 02/14/2005 at 05:00 PM and a minimum volume of 1 on 02/15/2005 at 03:15 AM. The MDT Count for this study was 6,247. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 26 mph. The HI-STAR found 0.27 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 31.46 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 6,154 which represents 98.50 percent of the total classified vehicles. The number of Small Trucks in the study was 71 which represents 1.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 12 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 9 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/14/2005 at 05:00 PM the average headway between the vehicles was 5.56 seconds. The slowest traffic period was on 02/15/2005 at 03:15 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 47 and 92 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp Ave H A study of vehicle traffic was conducted with HI-STAR unit number 4680. The study was done in the Northbound lane at Kemp Ave H in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 10:30, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 247 vehicles passed through the location with a peak volume of 42 on Jul/12/12 at [09:45-10:00] and a minimum volume of 25 on Jul/12/12 at [10:15-10:30]. The AADT count for this study was 2,964. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 0.81% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 41.62 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 6 48 71 73 34 12 2 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 225 which represents 91 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 21 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 225 20 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [09:45-10:00] the average headway between vehicles was 20.93 seconds. During the slowest traffic period, on Jul/12/12 at [10:15-10:30] the average headway between vehicles was 34.615 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89.00 and 95,00 degrees F. Jul/12/12 14:07 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp Ave H A study of vehicle traffic was conducted with HI-STAR unit number 4679. The study was done in the southbound lane at Kemp Ave H in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 10:30, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 268 vehicles passed through the location with a peak volume of 40 on Jul/12/12 at [09:15-09:30] and a minimum volume of 28 on Jul/12/12 at [10:00-10:15]. The AADT count for this study was 3,216. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 5.22% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.37 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 41.79 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 4 11 17 30 63 87 42 8 3 2 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 249 which represents 93 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 19 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 249 19 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [09:15-09:30] the average headway between vehicles was 21.951 seconds. During the slowest traffic period, on Jul/12/12 at [10:00-10:15] the average headway between vehicles was 31.034 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85.00 and 91.00 degrees F. Jul/12/12 14:07 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Ave K @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the North lane on Ave K @ Kemp in Wichita Falls, Tx in Wichita county. The study began on 02/14/2005 at 07:00 AM and concluded on 02/15/2005 at 07:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 10,533 vehicles passed through the location with a peak volume of 274 on 02/14/2005 at 05:15 PM and a minimum volume of 2 on 02/15/2005 at 03:30 AM. The AADT Count for this study was 10,533. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph. The HI-STAR found 0.89 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.45 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 10,345 which represents 98.40 percent of the total classified vehicles. The number of Small Trucks in the study was 114 which represents 1.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 31 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 24 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/14/2005 at 05:15 PM the average headway between the vehicles was 3.27 seconds. The slowest traffic period was on 02/15/2005 at 03:30 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 94 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Ave K @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3822. The study was done in the South lane on Ave K @ Kemp in Wichita Falls, Tx in Wichita county. The study began on 02/14/2005 at 07:00 AM and concluded on 02/15/2005 at 07:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 9,246 vehicles passed through the location with a peak volume of 236 on 02/14/2005 at 05:00 PM and a minimum volume of 1 on 02/15/2005 at 03:45 AM. The AADT Count for this study was 9,246. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 31 mph. The HI-STAR found 0.21 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 38.32 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 9,129 which represents 99.10 percent of the total classified vehicles. The number of Small Trucks in the study was 64 which represents 0.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 18 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 5 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/14/2005 at 05:00 PM the average headway between the vehicles was 3.8 seconds. The slowest traffic period was on 02/15/2005 at 03:45 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 94 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the nb.lft.s/ave.M lane at Kemp in Wichita Falls, TX in Wichita county. The study began on Dec/21/09 at 10:30 and concluded on Dec/22/09 at 10:30, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 4564 vehicles passed through the location with a peak volume of 117 on Dec/21/09 at [17:00-17:15] and a minimum volume of 1 on Dec/22/09 at [02:45-03:00].The AADT count for this study was 4,564. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 6.30% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.37 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.07 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 20 19 57 179 953 1873 986 205 37 17 6 6 2 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 4282 which represents 98 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 80 which represents 0 percent of the total Classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 4282 67 8 4 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Dec/21/09 at [17:00-17:15] the average headway between vehicles was 7.627 seconds. During the slowest traffic period, on Dec/22/09 at [02:45-03:00] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50.00 and 76.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 10:24 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Kemp A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the sb.rt.s/ave.M lane at Kemp in Wichita Falls, TX in Wichita county. The study began on Dec/21/09 at 10:30 and concluded on Dec/22/09 at 10:30, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 3923 vehicles passed through the location with a peak volume of 99 on Dec/21/09 at [16:15-16:30] and a minimum volume of 1 on Dec/22/09 at [03:00-03:15].The AADT count for this study was 3,923. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 4.99% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.23 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.53 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 29 88 142 331 907 1418 793 146 31 9 7 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 3515 which represents 90 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor-faders in the study was 389 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 3515 366 18 2 3 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Dec/21/09 at [16:15-16:30] the average headway between vehicles was 9 seconds. During the slowest traffic period, on Dec/22/09 at [03:00-03:15] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48.00 and 78.00 degrees F. Feb/22/12 10:23 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Ave. 0 Cross Sec A study of vehicle traffic was conducted with HI-STAR unit number 3822. The study was done in the North lane on Kemp @ Ave. 0 Cross Sec in Wichita Falls, Tx in Wichita county. The study began on 04/22/2005 at 01:00 PM and concluded on 04/25/2005 at 08:00 AM, lasting a total of 67 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 28,233 vehicles passed through the location with a peak volume of 306 on 04/22/2005 at 05:15 PM and a minimum volume of 4 on 04/25/2005 at 04:00 AM. The AADT Count for this study was 10,113. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 34 mph. The HI-STAR found 0.28 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.68 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 27,156 which represents 99.20 percent of the total classified vehicles. The number of Small Trucks in the study was 169 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 27 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 15 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 04/22/2005 at 05:15 PM the average headway between the vehicles was 2.93 seconds. The slowest traffic period was on 04/25/2005 at 04:00 AM. During this slowest period, the average headway was 180.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 55 and 111 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Ave. 0 A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the South lane on Kemp @ Ave. 0 in Wichita Falls, Tx in Wichita county. The study began on 07/16/2009 at 01:30 PM and concluded on 07/17/2009 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 9,643 vehicles passed through the location with a peak volume of 227 on 07/17/2009 at 01:00 PM and a minimum volume of 2 on 07/17/2009 at 03:15 AM. The AADT Count for this study was 9,643. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 14.7 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.73 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.97 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 5,676 which represents 98.50 percent of the total classified vehicles. The number of Small Trucks in the study was 56 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 15 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 13 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/17/2009 at 01:00 PM the average headway between the vehicles was 3.95 seconds. The slowest traffic period was on 07/17/2009 at 03:15 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 144 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 02/01/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Kell East A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the North lane on Kemp @ Kell East in Wichita Falls, Tx in Wichita county. The study began on 03/17/2005 at 10:00 AM and concluded on 03/18/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 10,165 vehicles passed through the location with a peak volume of 234 on 03/17/2005 at 05:15 PM and a minimum volume of 4 on 03/18/2005 at 04:15 AM. The AADT Count for this study was 10,165. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 27 mph. The HI-STAR found 0.35 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 37.32 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 8,770 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 84 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 17 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 8 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 03/17/2005 at 05:15 PM the average headway between the vehicles was 3.83 seconds. The slowest traffic period was on 03/18/2005 at 04:15 AM. During this slowest period, the average headway was 180.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 52 and 93 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Kell East A study of vehicle traffic was conducted with HI-STAR unit number 3827. The study was done in the South lane on Kemp @ Kell East in Wichita Falls, Tx in Wichita county. The study began on 03/17/2005 at 10:00 AM and concluded on 03/18/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 13,293 vehicles passed through the location with a peak volume of 305 on 03/17/2005 at 05:00 PM and a minimum volume of 3 on 03/18/2005 at 04:30 AM. The AADT Count for this study was 13,293. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 26 mph. The HI-STAR found 0.27 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 34.96 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 11,214 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 97 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 24 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 10 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 03/17/2005 at 05:00 PM the average headway between the vehicles was 2.94 seconds. The slowest traffic period was on 03/18/2005 at 04:30 AM. During this slowest period, the average headway was 225.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 49 and 61 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Pkr Sqr A study of vehicle traffic was conducted with HI-STAR unit number 3839. The study was done in the North lane on Kemp @ Pkr Sqr in Wichita Falls, Tx in Wichita county. The study began on 02/15/2005 at 11:00 AM and concluded on 02/16/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 15,866 vehicles passed through the location with a peak volume of 371 on 02/15/2005 at 03:15 PM and a minimum volume of 4 on 02/16/2005 at 03:30 AM. The AADT Count for this study was 15,866. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph. The HI-STAR found 0.36 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.08 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 15,648 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 138 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 30 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 17 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/15/2005 at 03:15 PM the average headway between the vehicles was 2.42 seconds. The slowest traffic period was on 02/16/2005 at 03:30 AM. During this slowest period, the average headway was 180.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50 and 97 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Pkr Sqr A study of vehicle traffic was conducted with HI-STAR unit number 3827. The study was done in the South lane on Kemp @ Pkr Sqr in Wichita Falls, Tx in Wichita county. The study began on 02/15/2005 at 11:00 AM and concluded on 02/16/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 15,578 vehicles passed through the location with a peak volume of 399 on 02/15/2005 at 05:15 PM and a minimum volume of 3 on 02/16/2005 at 03:15 AM. The MDT Count for this study was 15,578. SPEED At least half of the vehicles were traveling in the 25-29 mph range or a lower speed. The average speed for all classified vehicles was 29 mph. The HI-STAR found 0.45 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 36.67 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 15,235 which represents 98.10 percent of the total classified vehicles. The number of Small Trucks in the study was 225 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 51 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 17 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/15/2005 at 05:15 PM the average headway between the vehicles was 2.25 seconds. The slowest traffic period was on 02/16/2005 at 03:15 AM. During this slowest period, the average headway was 225.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50 and 97 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp& Piedmont A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the northbound lane at Kemp & Piedmont in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 10:30, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 354 vehicles passed through the location with a peak volume of 51 on Jul/12/12 at [09:30-09:45] and a minimum volume of 40 on Jul/12/12 at [08:45-09:00]. The AADT count for this study was 4,248. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 13.03% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.57 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.58 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 2 0 3 37 81 100 83 35 6 3 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 207 which represents 59 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 146 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 207 139 3 4 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [09:30-09:45] the average headway between vehicles was 17.308 seconds. During the slowest traffic period, on Jul/12/12 at [08:45-09:00] the average headway between vehicles was 21.951 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 115.00 degrees F. Jul/12/12 13:20 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp & Piedmont A study of vehicle traffic was conducted with HI-STAR unit number 3248. The study was done in the southbound lane at Kemp& Piedmont in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 10:30, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 492 vehicles passed through the location with a peak volume of 80 on Jul/12/12 at [10:00-10:15] and a minimum volume of 37 on Jul/12/12 at [08:30-08:45]. The AADT count for this study was 5,904. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 7.80% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.38 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 5 17 44 105 165 111 31 3 4 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 365 which represents 75 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 122 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 365 114 4 2 0 2 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:00-10:15] the average headway between vehicles was 11.111 seconds. During the slowest traffic period, on Jul/12/12 at [08:30-08:45] the average headway between vehicles was 23.684 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 117.00 degrees F. Jul/12/12 13:21 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Hampstead A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the North lane on Kemp @ Hampstead in Wichita Falls, Tx in Wichita county. The study began on 02/17/2005 at 11:00 AM and concluded on 02/18/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 14,922 vehicles passed through the location with a peak volume of 336 on 02/17/2005 at 03:15 PM and a minimum volume of 2 on 02/18/2005 at 04:30 AM. The AADT Count for this study was 14,922. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 31 mph. The HI-STAR found 0.46 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 40.02 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 14,558 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 182 which represents 1.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 45 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 34 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/17/2005 at 03:15 PM the average headway between the vehicles was 2.67 seconds. The slowest traffic period was on 02/18/2005 at 04:30 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 74 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Hampstead A study of vehicle traffic was conducted with HI-STAR unit number 3831. The study was done in the South lane on Kemp @ Hampstead in Wichita Falls, Tx in Wichita county. The study began on 02/17/2005 at 11:00 AM and concluded on 02/18/2005 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 13,867 vehicles passed through the location with a peak volume of 355 on 02/17/2005 at 05:30 PM and a minimum volume of 3 on 02/18/2005 at 03:00 AM. The AADT Count for this study was 13,867. SPEED At least half of the vehicles were traveling in the 35-39 mph range or a lower speed. The average speed for all classified vehicles was 33 mph. The HI-STAR found 0.58 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.48 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 13,536 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 192 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 33 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 26 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/17/2005 at 05:30 PM the average headway between the vehicles was 2.53 seconds. The slowest traffic period was on 02/18/2005 at 03:00 AM. During this slowest period, the average headway was 225.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 75 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Maplewood A study of vehicle traffic was conducted with HI-STAR unit number 6351. The study was done in the South lane on Kemp @ Maplewood in Wichita Falls, Tx in Wichita county. The study began on 10/03/2008 at 06:00 PM and concluded on 10/06/2008 at 08:00 AM, lasting a total of 62 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 28,973 vehicles passed through the location with a peak volume of 306 on 10/04/2008 at 02:45 PM and a minimum volume of 2 on 10/06/2008 at 02:15 AM. The AADT Count for this study was 11,215. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 16.2 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.65 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 40.51 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 26,933 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 177 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 88 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 67 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 10/04/2008 at 02:45 PM the average headway between the vehicles was 2.93 seconds. The slowest traffic period was on 10/06/2008 at 02:15 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 69 and 116 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 91.13 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Midwestern A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Southbound lane at Kemp Midwestern in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 375 vehicles passed through the location with a peak volume of 55 on Jul/12/12 at [10:30-10:45] and a minimum volume of 24 on Jul/12/12 at [09:00-09:15]. The AADT count for this study was 3,600. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 13.21% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.54 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.62 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 5 4 17 73 130 92 37 9 1 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 343 which represents 92 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 28 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 343 23 1 2 2 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:30-10:45] the average headway between vehicles was 16.071 seconds. During the slowest traffic period, on Jul/12/12 at [09:00-09:15] the average headway between vehicles was 36 seconds. WEATHER The roadway surface temperature over the period of the study varied between 82.00 and 103.00 degrees F. Jul/12/12 13:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Midwestern A study of vehicle traffic was conducted with HI-STAR unit number 3265. The study was done in the North lane at Kemp @ Midwestern in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 383 vehicles passed through the location with a peak volume of 54 on Jul/12/12 at [10:45-11:00] and a minimum volume of 28 on Jul/12/12 at [09:15-09:30]. The AADT count for this study was 3,677. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 9.74% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.73 MPH. 5 10 15 20 25 ' 30 35 1 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 4 20 89 147 83 31 6 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 254 which represents 67 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 126 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 254 123 2 0 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:45-11:00] the average headway between vehicles was 16.364 seconds. During the slowest traffic period, on Jul/12/12 at [09:15-09:30] the average headway between vehicles was 31.034 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 125.00 degrees F. Jul/12/12 13:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Sikes A study of vehicle traffic was conducted with HI-STAR unit number 3839. The study was done in the North lane on Kemp @ Sikes in Wichita Falls, Tx in Wichita county. The study began on 02/21/2005 at 10:00 AM and concluded on 02/22/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 11,658 vehicles passed through the location with a peak volume of 305 on 02/21/2005 at 12:45 PM and a minimum volume of 3 on 02/22/2005 at 03:30 AM. The AADT Count for this study was 11,658. SPEED At least half of the vehicles were traveling in the 20-24 mph range or a lower speed. The average speed for all classified vehicles was 24 mph. The HI-STAR found 0.42 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 34.14 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 10,885 which represents 96.50 percent of the total classified vehicles. The number of Small Trucks in the study was 303 which represents 2.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 46 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 45 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/21/2005 at 12:45 PM the average headway between the vehicles was 2.94 seconds. The slowest traffic period was on 02/22/2005 at 03:30 AM. During this slowest period, the average headway was 225.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50 and 96 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Sikes A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the South lane on Kemp @ Sikes in Wichita Falls, Tx in Wichita county. The study began on 02/21/2005 at 10:00 AM and concluded on 02/22/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,839 vehicles passed through the location with a peak volume of 135 on 02/21/2005 at 12:15 PM and a minimum volume of 0 on 02/22/2005 at 02:15 AM. The AADT Count for this study was 4,839. SPEED At least half of the vehicles were traveling in the 20-24 mph range or a lower speed. The average speed for all classified vehicles was 24 mph. The HI-STAR found 0.38 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 31.39 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,675 which represents 97.60 percent of the total classified vehicles. The number of Small Trucks in the study was 89 which represents 1.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 16 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 10 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/21/2005 at 12:15 PM the average headway between the vehicles was 6.62 seconds. The slowest traffic period was on 02/22/2005 at 02:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50 and 99 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Elliott A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the North lane on Kemp @ Elliott in Wichita Falls, Tx in Wichita county. The study began on 03/01/2005 at 10:00 AM and concluded on 03/02/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 11,096 vehicles passed through the location with a peak volume of 288 on 03/01/2005 at 12:45 PM and a minimum volume of 2 on 03/02/2005 at 04:00 AM. The AADT Count for this study was 11,096. SPEED At least half of the vehicles were traveling in the 25 - 29 mph range or a lower speed. The average speed for all classified vehicles was 30 mph. The HI-STAR found 1.31 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 42.13 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 10,411 which represents 95.10 percent of the total classified vehicles. The number of Small Trucks in the study was 335 which represents 3.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 125 which represents 1.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 81 which represents 0.70 percent of the total classified vehicles. HEADWAY During the peak time period, on 03/01/2005 at 12:45 PM the average headway between the vehicles was 3.11 seconds. The slowest traffic period was on 03/02/2005 at 04:00 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 44 and 76 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Elliott A study of vehicle traffic was conducted with HI-STAR unit number 3837. The study was done in the South lane on Kemp @ Elliott in Wichita Falls, Tx in Wichita county. The study began on 03/01/2005 at 10:00 AM and concluded on 03/02/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 10,246 vehicles passed through the location with a peak volume of 280 on 03/01/2005 at 05:15 PM and a minimum volume of 1 on 03/02/2005 at 03:30 AM. The AADT Count for this study was 10,246. SPEED At least half of the vehicles were traveling in the 30 -34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph. The Hi-STAR found 0.59 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 41.98 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 9,983 which represents 97.90 percent of the total classified vehicles. The number of Small Trucks in the study was 158 which represents 1.50 percent of the total classified vehicles. The number of Trucks/Buses in the study was 35 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 21 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 03/01/2005 at 05:15 PM the average headway between the vehicles was 3.2 seconds. The slowest traffic period was on 03/02/2005 at 03:30 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 44 and 81 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Westgate A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the northbound lane at Kemp © Westgate in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 356 vehicles passed through the location with a peak volume of 52 on Jul/12/12 at [09:30-09:45] and a minimum volume of 28 on Jul/12/12 at [09:00-09:15]. The AADT count for this study was 3,418. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 48 MPH with 60.96% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 1.97 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 54.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 1 10 27 101 100 70 40 4 2 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 306 which represents 86 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 50 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 306 48 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [09:30-09:45] the average headway between vehicles was 16.981 seconds. During the slowest traffic period, on Jul/12/12 at [09:00-09:15] the average headway between vehicles was 31.034 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85.00 and 99.00 degrees F. Jul/12/12 13:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Westgate A study of vehicle traffic was conducted with HI-STAR unit number 3246. The study was done in the Southbound lane at Kemp © Westgate in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 258 vehicles passed through the location with a peak volume of 40 on Jul/12/12 at [10:30-10:45] and a minimum volume of 14 on Jul/12/12 at [09:00-09:15]. The AADT count for this study was 2,477. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 44 MPH with 39.06% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 50.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 1 4 1 11 4494 61 28 11 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 209 which represents 82 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 47 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 1 to to to to to to to to 21 39 49 59 69 79 139 > 20945 1 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:30-10:45] the average headway between vehicles was 21.951 seconds. During the slowest traffic period, on Jul/12/12 at [09:00-09:15] the average headway between vehicles was 60 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 121.00 degrees F. JuV12/12 13:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Elmwood A study of vehicle traffic was conducted with HI-STAR unit number 4717. The study was done in the southbound lane at Kemp @ Elmwood in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 192 vehicles passed through the location with a peak volume of 28 on Jul/12/12 at [10:30-10:45] and a minimum volume of 8 on Jul/12/12 at [09:00-09:15]. The AADT count for this study was 1,843. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 42 MPH with 25.52% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 47.86 MPH. < 5 10 15 20 25 ' 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 L 0 0 2 21 53 67 35 11 3 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 158 which represents 82 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 34 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 158 32 1 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:30-10:45] the average headway between vehicles was 31.034 seconds. During the slowest traffic period, on Jul/12/12 at [09:00-09:15] the average headway between vehicles was 100 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 121.00 degrees F. Jul/12/12 13:29 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Elmwood A study of vehicle traffic was conducted with HI-STAR unit number 4718. The study was done in the northbound lane at Kemp cLD Elmwood in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 363 vehicles passed through the location with a peak volume of 49 on Jul/12/12 at [09:30-09:45] and a minimum volume of 27 on Jul/12/12 at [09:00-09:15]. The AADT count for this study was 3,485. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 8.33% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.28 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.60 MPH. < ' 5 10 15 20 25 30 35 40 45 50 ' 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 15 7 8 23 60 127 89 26 1 2 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 285 which represents 79 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 75 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 285 72 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [09:30-09:45]the average headway between vehicles was 18 seconds. During the slowest traffic period, on Jul/12/12 at [09:00-09:15] the average headway between vehicles was 32.143 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 121.00 degrees F. JuU12/12 13:28 Page: 1 1 4;„ Kemp Speed Limit Map 1 , g \ ( , \ 2— ,-4.11 FIELD FLO if t7 ;,- Iii J jr,C Cb I 0 L „ ..,4? LA .•.)67I'E RN P VW.Att Ey Ii ..-.1 -4-11 , 1 1 II IL •C .r. - .--- \..t. ----". 1- --) .„-- • PLAZA Pk ( •I k( -.---.S.-.74-) / , • \ A, 4 ' .1't.sr E. . / '2r fif 2- , ____ 4(..46)..•-•,.I...) ot 4c.str43?... )t(<4. G EL LiciTT sT , _ ')SC:A.,, ... ) ' I.- . I 'y Aze,r, ) g ----- _____ CP/ 1 ei ----..------) 402 r %, Ey E 1401ITGOMER''PI e5.1 , V '411/44.‘\,.. 1 - -.., Ili, Nit, ,!. ''''fi,,,\ V.',.,....".. .' / • 2 _/ , _c, _ .•:r..14c'''. 1. ..-- '''-‘ Nti TEA11,1P:(6 i •71' ALL EY -.''. ..)P), ) il; - 4 ..l" \2!):, ) .-) la$ :, c L -5, ,, 2 f - ii,. A .'il .., •..\..)',.- ...),' ALLEY 3( ea ___1_,..------- , ,'. 4 \ ,,,:,)45 ..' \ LAVELL AWE ALLEY (Y) -. IC WOFFEIT.•')'E ------'t4 ALL r• 2 .:LI IININGHAM DR e .20 LYDIA DP. e4 -7)t, te 9%!" c,5- - '?,j 0-. 1 ., CI*t 04 0.0 750 0.07 biles r 7.:1- 5 oyet / .-- t: up=m= ...,,, Kemp Speed Limit Map 2 ALLk1' �, L Z •s Yn o8ERIE1EY DR 1 .,_ .. f re _ XV ENIIES [JS�C ''�3-L _r'f .;' 0 0 r ( "—JAck-s r —T'u_tt 1 k a� CAL16R1DGG '�'L' J W �'•.� - / 5� '4/ J(,E i r c:LARIN�'.°.•r �r'�j 1 } rq ' ! • 1" ALL E'_ '111^' �Sp.- AVENUE tl �, ;� -� C t : — I DydNT pl - YCyq I 1+DR �. � • r � W W 2 . IWEREU_ST c 0. D.I Q S� a LaRr !VENUE DO 4' UE W'Tr 7L gcoi r GREGORYST A. Jf" PUN ST ilf / o N4 UPSTE4D IN f 4 Tk PRYST , -_... 0 { ALL EY i ! GA©DQTR1--_, •. f 41..-t^ 1 cll.WM TRLa x a xce o ce L. } 6 MN P.E.% OD.^:.E -+4DIM CR 2 � LY7►04 FC NE TRL 1 ce 35 a +Rc`k-a r a ,� J.•' pl«�_�'�I S S rai tf }} W i W J .i . Z bl r / '.I MIDYY EST ERN FIYt II I].0115[?3750 Q.075{Mile r Kemp Speed Limit Map 3 0 Gitt.0 / ...-. -BEEC-1.1:7•T_.4; 6 LI] a3 r 40 Zi /21----',72 --------...., --C-7_,...-4' 0 / , ,,....,.6....,„ ...• "L' migmufi i -...... i, ---.. 6 ...t i 4 n't;si "--..., ....,.,_ / 41/ .j,''''---4.- ALLEY El i n's."' V'' .1.,"/ -t ...' / ''''^-.A.f" 1 if f '.1 .,,,, / 'WEAVE f /,t' '''' -.."-",,,,, > I ALLEY ' C .., / ''''. t" W 'VENUE G. i- 4n; 6 .. (-.. "^--,. 4.6, ,e' ALLEY § ''''/ -,....4. t ____-1--- LE RAVE / V.."---... / ..f/ -'-'-' i ALLEY .."-----,„........:,,........... / / !VENUE I Ai ,... AL LEI ENUE L --., - - i,,,"-.. .•, -.... '',/ V - -dr% PWEn LIE J T '0 ALLEY 0 ,t., ••.:1 1_ %Z.—,t 1- co ' -' •.---- ALLEY / ''''''/: 0 -;..1 I id ....-' ..) Z: .-,--...,..., I.. Lst E:'I UE L "`- ':!?lif-e/L. i a' AILEY qUINI,/e tv , ---- ---G - ,'7 rc .., x _ 0,:k.„...,__,..--.--_,c14._ - _,...---- '-- -r '-' "- •_. .• - .,..-'"' .,.,e-• 'Z'E i'l t / ./ ..rc 2, ---- ----- "-- : ,?4-. .- , MT DP 6 1 -.-;-..7 ---- 11..:-1(:::A, ' ,— ----,- -.., 14. :e• Aut.N.R 0 4 _ . _ F _:,,,,,,,,...,..... - _... .,,... . . NUE Alt ( . „> el,, ...,,, ..., , ,t. ------ .'ALL .,•' fg-'-:-'' --____________11 4 CA 1.6 sr EY '.t*..r . .--------3-----;; UE R -'41-,...t..6 ,.; IL` - 7 ._---- ... 101*- -. , --. ...,,00 ' • • ‘0`°. -,1" e0•.43--.1.4. ft- 'c' - ---ka .-..0°' -.----as-; .., / '''' Apo. \f..4 T... . fiv...... 1 LA ..1 ---1 CAMBRIDGE/WE t 01050375_,A> r 1..,' ; miles. Kemp Speed Limit Map 4 , ..„. ,------' V 1 -------- 11 01 .... _ I •- , ... .. o cc 0 D 0 2. E . = 0 ti., ) - - ) b. 0 = • . a T 1 __I • . ; . 8°1 :,.. ,., , I All EY 1 / ( I \ 1 •- 1 35 /W •---,,,s.. -. , --.....7 <7 ' '-'' •- / '-'-' . . , v• •"-..,......, ----„, i / ,. / . --..,,.. 1-— . I 04.,... •-_,_, , '' :.- c , 1 I. • Street Location: Kiel Range: from: City View To: Wellington Posted Speed: 50 85% Speed measured at the following locations: Eastbound Westbound Near Wellington: 43.5 41.7 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to light traffic volumes, a sufficient data sample could not be obtained to accurately calculate the 85% speeds on Kiel. As a result,the"Trial Run Method" was utilized to make the final determination for the recommended speed. The TXDOT form 1929 is attached. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traff perintendent Traffic Engineering Department City of Wichita Falls 07/25/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kiel near Wellington A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Eastbound @ West lane at Kiel near Wellington in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/26/12 at 09:30, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 159 vehicles passed through the location with a peak volume of 10 on Apr/25/12 at [13:15-13:30] and a minimum volume of 0 on Apr/25/12 at [19:15-19:30]. The AADT count for this study was 159. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 2.00% vehicles exceeding the posted speed of 50 MPH. The HI-STAR found 1.33 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 43.57 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 2 44 6 34 25 21 9 5 1 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 141 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 9 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 141 2 1 0 2 0 4 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [13:15-13:30] the average headway between vehicles was 81.818 seconds. During the slowest traffic period, on Apr/25/12 at [19:15-19:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 134.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/08/12 10:32 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kiel near Wellington A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Westbound lane at Kiel near Wellington in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/26/12 at 09:30, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 110 vehicles passed through the location with a peak volume of 9 on Apr/25/12 at [13:30-13:45] and a minimum volume of 0 on Apr/25/12 at [19:15-19:30]. The AADT count for this study was 110. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 0.97% vehicles exceeding the posted speed of 50 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 41.76 MPH. < 5 10 15 20 25 30 ' 35 40 45 50 ' 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 44 4 25 7 17 1 3 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 94 which represents 91 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 9 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 94 2 1 0 2 0 4 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [13:30-13:45] the average headway between vehicles was 90 seconds. During the slowest traffic period, on Apr/25/12 at [19:15-19:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 132.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/08/12 10:31 Page: 1 o/rmsporHtlon Form 1929(rev.3/21/2005) Summary of Trial Run for Speed Zones Date: 7/25/2012 Driver(s): Mark Beauchamp Time: (from) 14:35 (to) 14:45 Weather: Clear/ Hot Surface Type: Asphalt Surface Condition: ['Wet or®Dry/['Smooth or®Rough Limits CountyHighway/ R=Reference Marker Length Speed g Y g ST=Station (miles per (City—if applicable) Control Section I MP=Milepost (miles) hour) Begin End Wichita Falls, Wichita Kiel City View Wellington 1.1 50 CO. • ' II ' I 1 Instructions: • List counties(cities)in alphabetical order. • Order highways as follows: 1. Interstate Highways 2. US Highways 3. State Highways 4. FM/RM Roads • Show lengths up to 3 decimal places. Page 1 of 1 Kiel Speed Limit Map „p , dr ,:Pi:MTPD I I I I I II B O try 1 I I _I -1 QI I IEL LM g I. # • w W m m, m m m m • m a all • 5M c[] f ---_______ j 1 I ‘° ' . In Street Location: Kovarik Range: from: Arena To: Barnett Posted Speed: 45 85% Speed measured at the following locations: Eastbound Westbound Near Parkhill: 51.2 57.8 Date: April 23, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 859' percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 859'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Because of the condition of the roadway at the time of the study it is recommended that Kovarik remain posted 45 MPH. This roadway will need to be reevaluated following the scheduled overlay project. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Tra c u rintendent Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kovarik @ Parkhill A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Westbound lane at Kovarik © Parkhill in Wichita Falls, TX in Wichita county. The study began on Apr/24/12 at 11:00 and concluded on Apr/24/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 31 vehicles passed through the location with a peak volume of 5 on Apr/24/12 at [13:45-14:00] and a minimum volume of 0 on Apr/24/12 at [13:15-13:30]. The AADT count for this study was 248. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 49 MPH with 30.00% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 6.67 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 57.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 0 0 2 12 7 3 4 1 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 22 which represents 73 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Milers in the study was 8 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 22 8 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/24/12 at [13:45-14:00] the average headway between vehicles was 150 seconds. During the slowest traffic period, on Apr/24/12 at [13:15-13:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 109.00 and 134.00 degrees F. May/08/12 10:40 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kovarik @ Parkhill A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Eastbound lane at Kovarik @ Parkhill in Wichita Falls, TX in Wichita county. The study began on Apr/24/12 at 11:00 and concluded on Apr/24/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 37 vehicles passed through the location with a peak volume of 6 on Apr/24/12 at [13:30-13:45] and a minimum volume of 0 on Apr/24/12 at [11:30-11:45]. The AADT count for this study was 296. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45- 50 MPH range or lower. The average speed for all classifed vehicles was 45 MPH with 18.92% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 2.70 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 51.25 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 1 2 9 7 11 4 2 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 29 which represents 78 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tallers in the study was 8 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 29 8 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/24/12 at [13:30-13:45] the average headway between vehicles was 128.571 seconds. During the slowest traffic period, on Apr/24/12 at [11:30-11:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 107.00 and 134.00 degrees F. May/08/12 10:40 Page: 1 Kovarik Speed Limit Map r f 1 r r 1 1 w r i 1141 r saw a II dm 4111111111111111111111 ■ 14D IK Rd Ias Ir Ir I * o i o f cc • Y x I CI71 o.oa5].373o 0.075 Kies Fr Kovarik Speed Limit Map CHAR:{RRAL LN VOHISPERRIGCREEKLN_ OJ " PP.MATE 0.013503750 0.075 Mies ,ioala" Street Location: Lake Park Range: from: Burlington To: Midwestern Parkway Posted Speed: From Burlington to Midwestern Parkway 35 mph; from Southwest Parkway to Burlington 30 mph. Recommended Speed: 35 85% Speed measured at the following locations: Northbound Southbound Clubview: 44.1 40.11 Near Norman: 38.2 38.7 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic upe tendent Traffic Engineering Department City of Wichita Falls 07/25/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lake PArk(Club View A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Northbound lane at Lake PArk c Club View in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 357 vehicles passed through the location with a peak volume of 43 on Mar/07/12 at [12:00-12:15] and a minimum volume of 16 on Mar/07/12 at [11:15-11:30]. The AADT count for this study was 2,856. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 38.59% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.28 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35 PH and the 85th percentile was 44.15 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 2 1 18 60 134 100 28 6 2 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 333 which represents 94 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 22 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 333 21 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:00-12:15] the average headway between vehicles was 20.455 seconds. During the slowest traffic period, on Mar/07/12 at [11:15-11:30] the average headway between vehicles was 52.941 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 72.00 degrees F. May/08/12 10:53 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lake PArk @ Club View A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Southbound lane at Lake PArk @ Club View in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 419 vehicles passed through the location with a peak volume of 49 on Mar/07/12 at [12:00-12:15] and a minimum volume of 21 on Mar/07/12 at [10:00-10:15]. The AADT count for this study was 3,352_ SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 15.35% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.72 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 40.11 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 5 4 14 62 161 107 46 10 2 3 3 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 370 which represents 89 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 47 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 370 30 4 6 2 1 4 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:00-12:15] the average headway between vehicles was 18 seconds. During the slowest traffic period, on Mar/07/12 at [10:00-10:15] the average headway between vehicles was 40.909 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 78.00 degrees F. May/08/12 10:52 Page: 1 Lake Park Speed Limit Map 2 i 1 _... i 32NDST a • MD P , 34TN ST a! 7 a YTN iT o m F 7 In_I ANDST . 3ETN ST ALLEY s 4f 'C:TERN PI4 P( .. f.3 Q_ x LT ¢' V W I i 4.iCC NTH ST =I k—' DR.LTTGT CLUI view GT U [,St a l ,....--- / „ „�'NTHl4 LH _ Ro.RK PLACE CT ---/— W"�"�•.` .. 1 GARDLLH &ARM RD RUNT ST I gl '..- OIL EY} z (144 STINE RD 2 Jh.' I ALLEY 1jll ALDRICN1 fE �A ,-`~^ Z ALLEY IERTDR D OPO a.- W J ` �_DTTSDALE LN <� :s:\ r I' 1 I 4." BRENNA DR I N t 2 P_I l N 0 a z W 3 ,171 1 < p < < < F H47TON RD i V—., -a_ - 66 ST J. SWRIDG DR '-la ALLEY x `r � � ARL �•. 5iP1EETERl4R DR r . :'�cTON ST �'• _f :A 0 � ' C _Lj, PRNI ROSE LH 0 J3750 0.079 MVIt3 4. ty Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lake PArk a Norman A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the Northbound lane at Lake PArk ( Norman in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 268 vehicles passed through the location with a peak volume of 35 on Mar/07/12 at [12:00-12:15] and a minimum volume of 14 on Mar/07/12 at [10:00-10:15]. The AADT count for this study was 2,144. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 10- 15 MPH range or lower. The average speed for all classifed vehicles was 23 MPH with 41.35% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 10MPH and the 85th percentile was 38.21 MPH. 5 10 15 20 25 30 35 ' 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 156 0 0 0 0 109 0 0 0 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 265 which represents 100 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 1 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 265 1 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:00-12:15] the average headway between vehicles was 25 seconds. During the slowest traffic period, on Mar/07/12 at [10:00-10:15] the average headway between vehicles was 60 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 83.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/08/12 10:53 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lake PArk(Norman A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the Southbound lane at Lake PArk c Norman in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 295 vehicles passed through the location with a peak volume of 43 on Mar/07/12 at [10:45-11:00] and a minimum volume of 9 on Mar/07/12 at [10:15-10:30]. The AADT count for this study was 2,360. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 36.95% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.72 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 2 12 51 120 86 18 4 0 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 277 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 18 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 277 15 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [10:45-11:00] the average headway between vehicles was 20.455 seconds. During the slowest traffic period, on Mar/07/12 at [10:15-10:30] the average headway between vehicles was 90 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 85.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/08/12 10:53 Page: 1 Lake Park Speed Limit Map lC] 175 .2_1„. / - �� K�L fE=Dlll I--- b 1t:Lii - - I L--.... :s."----.._ L L FiUP`w` E ,i' I. \.> • i :/. Kj iLDPI_wF.E L I ' xr Ir4: l6E rDPI '-r- -.. j- I-- I 1 Pre L'• — _ ..gel .r { _ - T �LLEr 9 eri P.Li11GT.H i f yen .,.21i. _ - _I .....--* _ „,.....re--- --,__ )'.7).''''\'' ') I,.....„... r O.151.075 0 5 Miles /r II Street Location: Lawrence Range: from: Kell To: Call Field Posted Speed: 35 85% Speed measured at the following locations: Northbound Southbound In Front of Wal-Mart: 35.5 41.3 Near Maplewood: 38.1 39.6 Date: July 12, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic p i endent Traffic Engineering Department City of Wichita Falls 07/12/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lawrence in front of Wal-Mart A study of vehicle traffic was conducted with HI-STAR unit number 3248. The study was done in the northbound lane at Lawrence in front of Wal-Mart in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 15:00 and concluded on Jul/12/12 at 17:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 612 vehicles passed through the location with a peak volume of 90 on Jul/12/12 at [16:30-16:45] and a minimum volume of 63 on Jul/12/12 at [15:15-15:30]. The AADT count for this study was 7,344. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 0.33% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 35.58 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 8 43 62 154 239 78 16 5 2 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 508 which represents 84 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 100 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 508 98 0 2 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [16:30-16:45] the average headway between vehicles was 9.89 seconds. During the slowest traffic period, on Jul/12/12 at [15:15-15:30]the average headway between vehicles was 14.063 seconds. WEATHER The roadway surface temperature over the period of the study varied between 119.00 and 144.00 degrees F. Jul/13/12 10:38 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lawrence in front of Wal-Mart A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the southbound lane at Lawrence in front of Wal-Mart in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 15:00 and concluded on Jul/12/12 at 17:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 390 vehicles passed through the location with a peak volume of 57 on Jul/12/12 at [16:30-16:45] and a minimum volume of 41 on Jul/12/12 at [15:30-15:45]. The AADT count for this study was 4,680. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 3.12% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 41.32 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 4 7 27 63 124 93 34 21 8 4 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 353 which represents 92 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 32 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 353 29 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [16:30-16:45] the average headway between vehicles was 15.517 seconds. During the slowest traffic period, on Jul/12/12 at [15:30-15:45] the average headway between vehicles was 21.429 seconds. WEATHER The roadway surface temperature over the period of the study varied between 103.00 and 113.00 degrees F. Jul13/1210:37 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: WICHITA FALLS Street: LAWRENCE Near Maplewood A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the North lane on LAWRENCE in WICHITA FALLS, TX in WICHITA county. The study began on 05/12/2009 at 02:00 PM and concluded on 05/13/2009 at 02:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 8,209 vehicles passed through the location with a peak volume of 188 on 05/12/2009 at 05:30 PM and a minimum volume of 1 on 05/13/2009 at 03:45 AM. The AADT Count for this study was 8,209. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph with 26.9 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.54 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 38.17 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 8,055 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 109 which represents 1.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 24 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 14 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 05/12/2009 at 05:30 PM the average headway between the vehicles was 4.76 seconds. The slowest traffic period was on 05/13/2009 at 03:45 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 73 and 121 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 02/01/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: WICHITA FALLS Street: Lawrence near Maplewood A study of vehicle traffic was conducted with HI-STAR unit number 3831. The study was done in the South lane on LAWRENCE in WICHITA FALLS, TX in WICHITA county. The study began on 05/12/2009 at 02:00 PM and concluded on 05/13/2009 at 02:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 8,458 vehicles passed through the location with a peak volume of 240 on 05/12/2009 at 05:00 PM and a minimum volume of 3 on 05/13/2009 at 02:45 AM. The AADT Count for this study was 8,458. SPEED At least half of the vehicles were traveling in the 30 -34 mph range or a lower speed. The average speed for all classified vehicles was 32 mph with 30.6 percent exceeding the posted speed of 35 mph. The HI-STAR found 0.66 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 38.63 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 8,280 which represents 98.00 percent of the total classified vehicles. The number of Small Trucks in the study was 119 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 26 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 21 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 05/12/2009 at 05:00 PM the average headway between the vehicles was 3.73 seconds. The slowest traffic period was on 05/13/2009 at 02:45 AM. During this slowest period, the average headway was 225.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74 and 121 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 02/01/2012 Page: 1 1111 Lawrence Speed Limit Map IP!. ETTEAVE c' ,f0 J3 AVENUE T `` ----zL. Sr 0 ���y 4 'N y�N IEY ll—JT—�-1 v ro � —a t_ 1- s Ilk rim Lamrninp CI.' 4 . $!.. ? Fr.i,: FdENUE'_I A.1 r ;o,icrteL. -/ ;:# 1 r, � j � GREDORVST � k l5 2ii + RA Ili`:TFftiD IN T..1°RYST .I ¢ .'. U S L. NL i f t m 7 5 .4 At 2'.1 ` lb '" - RRM.T6 V F ..hTF_ ,.. W .t�=• a t IS C'.LL FIELD Rf!7T C it I 4 _ A,. 1 01 r sK--__ I z ru � �. �T; �, y�. 1/DUVE'ST[RIRI'Nr�_ 7, 4 ALLEY e. ..5., ...__________2i A .-`!"_JEGDRI n 0 7 8 7., ALLEY " 4Z-74 W �t0 \ ir*'i 1v IW03 tI P� °'\ \ / r" 7 Street Location: Maplewood Range: from: Southwest Parkway To: Lawrence Posted Speed: 35 85% Speed measured at the following locations: Northbound Southbound Elmwood: 41.5 41.3 Miller: 44.4 Montgomery: 46.4 Midwestwern Parkway: 37.5 32.9 Near Barwise Tennis: 43.1 39.6 Kemp: 36.7 36.2 Arthur: 39.8 37.5 Date: July 12, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85'" percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85"'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S e n ent Traffic Engineering Department City of Wichita Falls 7/12/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood @ Elmwood (North) A study of vehicle traffic was conducted with HI-STAR unit number 3829. The study was done in the North lane on Maplewood © Elmwood (North) in Wichita Falls, Tx in Wichita county. The study began on 01/24/2007 at 01:00 PM and concluded on 01/25/2007 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,831 vehicles passed through the location with a peak volume of 149 on 01/25/2007 at 07:45 AM and a minimum volume of 0 on 01/25/2007 at 01:30 AM. The AADT Count for this study was 4,831. SPEED At least half of the vehicles were traveling in the 30- 34 mph range or a lower speed. The average speed for all classified vehicles was 35 mph. The HI-STAR found 0.84 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 41.51 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,626 which represents 99.30 percent of the total classified vehicles. The number of Small Trucks in the study was 18 which represents 0.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 10 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 4 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2007 at 07:45 AM the average headway between the vehicles was 6.0 seconds. The slowest traffic period was on 01/25/2007 at 01:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 32 and 73 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood @ Elmwood (South) A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the South lane on Maplewood @ Elmwood (South) in Wichita Falls, Tx in Wichita county. The study began on 01/24/2007 at 01:00 PM and concluded on 01/25/2007 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 6,269 vehicles passed through the location with a peak volume of 185 on 01/25/2007 at 12:00 PM and a minimum volume of 0 on 01/25/2007 at 02:30 AM. The AADT Count for this study was 6,269. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 34 mph. The HI-STAR found 0.71 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 41.35 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 5,965 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 55 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 12 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 7 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2007 at 12:00 PM the average headway between the vehicles was 4.84 seconds. The slowest traffic period was on 01/25/2007 at 02:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 32 and 73 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood Near Miller A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Northbound lane at Maplewood Near Miller in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 548 vehicles passed through the location with a peak volume of 62 on Apr/25/12 at [12:30-12:45] and a minimum volume of 26 on Apr/25/12 at [09:30-09:45]. The AADT count for this study was 3,758. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 46.22% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.18 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.40 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 0 0 0 10 72 209 192 44 9 5 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 454 which represents 84 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 89 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 454 86 1 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [12:30-12:45] the average headway between vehicles was 14.286 seconds. During the slowest traffic period, on Apr/25/12 at [09:30-09:45] the average headway between vehicles was 33.333 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87.00 and 125.00 degrees F. May/08/1211:30 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood Near East Motgomery A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Southbound lane at Maplewood Near East Motgomery in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 781 vehicles passed through the location with a peak volume of 100 on Apr/25/12 at [12:00-12:15] and a minimum volume of 27 on Apr/25/12 at [09:30-09:45]. The AADT count for this study was 5,355. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 50.98% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.78 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 46.45 MPH. < ' 5 10 15 20 25 30 35 40 45 50 ' 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 7 14 92 263 247 100 25 14 3 3 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 650 which represents 85 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 119 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 60 140 to to to to to to to to 21 39 49 59 69 79 139 > 650 116 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [12:00-12:15] the average headway between vehicles was 8.911 seconds. During the slowest traffic period, on Apr/25/12 at [09:30-09:45] the average headway between vehicles was 32.143 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89.00 and 125.00 degrees F. May/08/12 11:30 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood @ Midwestern A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the North lane on Maplewood @ Midwestern in Wichita Falls, Tx in Wichita county. The study began on 01/26/2005 at 10:00 AM and concluded on 01/27/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,837 vehicles passed through the location with a peak volume of 118 on 01/26/2005 at 12:45 PM and a minimum volume of 0 on 01/27/2005 at 05:00 AM. The AADT Count for this study was 4,837. SPEED At least half of the vehicles were traveling in the 30- 34 mph range or a lower speed. The average speed for all classified vehicles was 30 mph. The HI-STAR found 0.35 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 37.57 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,677 which represents 97.60 percent of the total classified vehicles. The number of Small Trucks in the study was 81 which represents 1.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 27 which represents 0.60 percent of the total classified vehicles. The number of Tractor Trailers in the study was 8 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/26/2005 at 12:45 PM the average headway between the vehicles was 7.56 seconds. The slowest traffic period was on 01/27/2005 at 05:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50 and 80 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood @ Midwestern A study of vehicle traffic was conducted with HI-STAR unit number 3856. The study was done in the South lane on Maplewood @ Midwestern in Wichita Falls, Tx in Wichita county. The study began on 01/26/2005 at 10:00 AM and concluded on 01/27/2005 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,965 vehicles passed through the location with a peak volume of 105 on 01/26/2005 at 05:15 PM and a minimum volume of 0 on 01/27/2005 at 03:30 AM. The MDT Count for this study was 3,965. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 27 mph. The HI-STAR found 0.38 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 32.91 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,893 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 56 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 6 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 6 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/26/2005 at 05:15 PM the average headway between the vehicles was 8.49 seconds. The slowest traffic period was on 01/27/2005 at 03:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48 and 83 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood Near Barwise A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Northbound lane at Maplewood Near Barwise in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 697 vehicles passed through the location with a peak volume of 79 on Apr/25/12 at [12:00-12:15] and a minimum volume of 26 on Apr/25/12 at [10:45-11:00]. The AADT count for this study was 4,779. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 23.36% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.15 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.10 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 3 6 0 12 73 188 243 92 39 14 14 0 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 623 which represents 91 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 62 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 623 56 4 0 1 0 1 0 — _ CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [12:00-12:15] the average headway between vehicles was 11.25 seconds. During the slowest traffic period, on Apr/25/12 at [10:45-11:00] the average headway between vehicles was 33.333 seconds. WEATHER The roadway surface temperature over the period of the study varied between 82.00 and 105,00 degrees F. May/08/12 11:30 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood Near Barwise A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Southbound lane at Maplewood Near Barwise in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 710 vehicles passed through the location with a peak volume of 73 on Apr/25/12 at [12:45-13:00] and a minimum volume of 28 on Apr/25/12 at [10:30-10:45]. The AADT count for this study was 4,869. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 11.77% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.14 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 39.63 MPH. < ' 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 1 4 8 50 244 314 74 7 0 1 1 0 0 CHART i CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 604 which represents 86 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 101 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 ' 1 to to to to to to to to 21 39 49 59 69 79 139 > 604 100 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [12:45-13:00] the average headway between vehicles was 12.162 seconds. During the slowest traffic period, on Apr/25/12 at [10:30-10:45] the average headway between vehicles was 31.034 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85.00 and 121.00 degrees F. May/08/12 11:30 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the west lane at Maplewood c Kemp in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 165 vehicles passed through the location with a peak volume of 24 on Jul/12/12 at [10:45-11:00] and a minimum volume of 11 on Jul/12/12 at [08:30-08:45]. The AADT count for this study was 1,584. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 5.81% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 36.74 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 7 17 54 42 23 4 2 1 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 138 which represents 89 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 17 which represents 0 percent of the total classified vehicles. < 22 40 50 ' 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 138 15 1 1 0 00 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:45-11:00]the average headway between vehicles was 36 seconds. During the slowest traffic period, on Jul/12/12 at [08:30-08:45] the average headway between vehicles was 75 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 125.00 degrees F. Jul/12/12 13:28 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood @ Kemp A study of vehicle traffic was conducted with HI-STAR unit number 3231. The study was done in the east lane at Maplewood @ Kemp in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 368 vehicles passed through the location with a peak volume of 49 on Jul/12/12 at [10:15-10:30] and a minimum volume of 25 on Jul/12/12 at [10:00-10:15]. The AADT count for this study was 3,533. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 2.75%vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 36.25 MPH. < 5 10 15 20 25 30 35 ' 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 7 20 93 173 60 8 2 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 328 which represents 90 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 35 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 328 32 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:15-10:30] the average headway between vehicles was 18 seconds. During the slowest traffic period, on Jul/12/12 at [10:00-10:15] the average headway between vehicles was 34.615 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 125.00 degrees F. Jul/12/12 13:28 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood c Arthur A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Westbound lane at Maplewood c Arthur in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/22/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2530 vehicles passed through the location with a peak volume of 75 on Mar/21/12 at [17:15-17:30] and a minimum volume of 0 on Mar/22/12 at [01:00-01:15]. The AADT count for this study was 2,530. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 1.03% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.12 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 39.81 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 4 30 131 966 682 348 324 17 16 7 2 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2458 which represents 97 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 70 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2458 63 7 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [17:15-17:30] the average headway between vehicles was 11.842 seconds. During the slowest traffic period, on Mar/22/12 at [01:00-01:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50.00 and 107.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/08/12 11:29 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Maplewood Arthur A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the Eastbound lane at Maplewood © Arthur in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/22/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2567 vehicles passed through the location with a peak volume of 81 on Mar/21/12 at [13:00-13:15] and a minimum volume of 0 on Mar/22/12 at [01:30-01:45]. The AADT count for this study was 2,567. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 10- 15 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 2.24%vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.63 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 10MPH and the 85th percentile was 37.53 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 537 217 273 403 527 399 96 32 20 21 7 3 6 CHART CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2473 which represents 97 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 68 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2473 63 2 30 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [13:00-13:15] the average headway between vehicles was 10.976 seconds. During the slowest traffic period, on Mar/22/12 at [01:30-01:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 50.00 and 103.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/08/12 11:29 Page: 1 • Maplewood Speed Limit Map 1 LAFRlETTE74VE w "" -- 0c,g, '..,.. • /:rENUE T '41, 1...„— d5 8Y 1 d a �$"` 4T a 1r•...370V1}iE ': --z_ii•1 Er_i_ rr Y� /Ji gl O m d w ._ 13dr V {as Limo TO* °D $ II 4 �A•� s 1 1'.y 4t CIVd C a. ., /VENUE V S > z1l lTOlhAN-EXT r m: �0 j ;r��,j R �eI I 4f=" _AIENI r: ' w __________-3--,', L RBt';ORYST 0 2 o MIIPSTEA.D LN , --, I gg:1 Y ti'Eh::F q = If (.Itt a i RA^71 I n L { v W°..n..[In�J,11.."Tor C':/H � b41'!' i I d q I .-_, --\ 9 rT AJAI. ':-...R I i�ET ER AVE 't'/S y�T } r 6 LL FIEL•,oq� ,.� 1.I ' N , sa 1/..< JJ z— O1 ✓ T —_ � i,rowcDM uk}V4��. ce p $ q I 7,, 9___ ALL er a I tl lam_ $ +' ALLEY �'. � AO -Jr,�r]B'SDRI ----_,131ah SY ID _, .k.1— i <4,,,,4, q- t... , ,._.," 0., ' '' DI.,.Pk Maplewood Speed Limit Map 2 :. 0 p,..: ,w,TRH1 dRi "-"T : " "Sr Q Tr,C iaarew Gaya, —�ye_.+rt44 c,' NOW MAIMI / .r� t,y_ Du la,..n.:on.,.I a / �,�,S' CARTER AdE c, {! f l .� —Kum Act: - a:rI J J/ u+ d 4- 3. CHURCH 5T f t 1 '' (D• 8 •.- VI t R �: - J ►II:'Nf GM PK4VY •• PRNXfE �' �' Y.• Y 1()I 2. to 1 IDEAS CHART 111 (J y AA r ru 11'4 burr l' TM' Lou IN Y r CL/KTCN4H GRA.•,-). ,az-RDA DR 7: J_ ,Yy_ ' e� ,,,, ,,, k ¢; OM—, „ii---, ,\ ...,„( _ 6 E IeOHTDOM FRY - EY h ....._ePc.biwcoo cR /IP _ .,�,�•f J. b� 5 O �RyyN GIE�!�S o�#cH//r ! a 1 {, ______- _________ NH,-, pV`'p�,o'�` i fin.. _ 4• j____ ____. \ Par T[�' \\ /L _ E J ,N . +3r ()...--------' \MUER 1".7 p c'i SOUTNr T PH 1r�� '1•'DE LT!' U fiA55 Milos Street Location: McNiel Range: from: Seymour Highway To: Call Field Road Posted Speed: 30 Recommended Speed: 35 85% Speed measured at the following locations: Northbound Southbound Seymour Road: 38.1 32.1 York: 43.9 37.4 Ashgrove: 41.8 39.8 Kell West: 36.6 40.5 Regent: 36.8 36.2 Date: May 14, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 851h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. "id Traffic S •: in ndent Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNeil @ Seymour Rd. A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the North lane on McNeil @ Seymour Rd. in Wichita Falls, TX in Wichita county. The study began on 08/05/2008 at 01:30 PM and concluded on 08/06/2008 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,231 vehicles passed through the location with a peak volume of 58 on 08/05/2008 at 05:00 PM and a minimum volume of 0 on 08/06/2008 at 03:45 AM. The AADT Count for this study was 2,231. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 30 mph. The HI-STAR found 1.84 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 38.10 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,918 which represents 98.20 percent of the total classified vehicles. The number of Small Trucks in the study was 24 which represents 1.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 6 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 5 which represents 0.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/05/2008 at 05:00 PM the average headway between the vehicles was 15.25 seconds. The slowest traffic period was on 08/06/2008 at 03:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87 and 152 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNeil Seymour Rd. A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the South lane on McNeil Seymour Rd. in Wichita Falls, TX in Wichita county. The study began on 08/07/2008 at 10:00 AM and concluded on 08/08/2008 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,866 vehicles passed through the location with a peak volume of 56 on 08/07/2008 at 05:00 PM and a minimum volume of 0 on 08/08/2008 at 01:15 AM. The AADT Count for this study was 1,866. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 27 mph. The HI-STAR found 0.17 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 32.19 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,714 which represents 99.00 percent of the total classified vehicles. The number of Small Trucks in the study was 16 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/07/2008 at 05:00 PM the average headway between the vehicles was 15.79 seconds. The slowest traffic period was on 08/08/2008 at 01:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 140 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ York A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the North lane at McNiel @ York in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 416 vehicles passed through the location with a peak volume of 44 on May/10/12 at [14:00-14:15] and a minimum volume of 26 on May/10/12 at [12:30-12:45]. The AADT count for this study was 3,328. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 54.32% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.25 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 43.97 MPH. < 5 10 15 20 25 30 35 140 45 50 55 85 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 1 0 1 6 12 47 118 113 58 33 9 6 0 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 348 which represents 86 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 57 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 348 44 7 1 2 2 0 1 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [14:00-14:15] the average headway between vehicles was 20 seconds. During the slowest traffic period, on May/10/12 at [12:30-12:45] the average headway between vehicles was 33.333 seconds. WEATHER The roadway surface temperature over the period of the study varied between 99.00 and 105.00 degrees F. May/14/12 15:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ York A study of vehicle traffic was conducted with HI-STAR unit number 3246. The study was done in the South lane at McNiel @ York in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 423 vehicles passed through the location with a peak volume of 46 on May/10/12 at [11:45-12:00] and a minimum volume of 25 on May/10/12 at [14:00-14:15]. The AADT count for this study was 3,384. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 20.63% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.40 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 1 4 45 116 160 48 19 9 4 5 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 356 which represents 86 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 56 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 356 51 3 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [11:45-12:00] the average headway between vehicles was 19.149 seconds. During the slowest traffic period, on May/10/12 at [14:00-14:15] the average headway between vehicles was 34.615 seconds. WEATHER The roadway surface temperature over the period of the study varied between 111.00 and 125.00 degrees F. May/14/12 15:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel c Ashgrove A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the North lane at McNiel c Ashgrove in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 423 vehicles passed through the location with a peak volume of 57 on May/10/12 at [14:15-14:30] and a minimum volume of 26 on May/10/12 at [13:00-13:15]. The AADT count for this study was 3,384. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 44.85% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.74 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 41.82 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 4 7 20 56 138 105 44 14 9 8 3 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 330 which represents 81 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 78 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 330 65 7 5 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [14:15-14:30] the average headway between vehicles was 15.517 seconds. During the slowest traffic period, on May/10/12 at [13:00-13:15] the average headway between vehicles was 33.333 seconds. WEATHER The roadway surface temperature over the period of the study varied between 109.00 and 123.00 degrees F. May/14/12 15:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ Ashgrove A study of vehicle traffic was conducted with HI-STAR unit number 3263. The study was done in the South lane at McNiel Ashgrove in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 596 vehicles passed through the location with a peak volume of 66 on May/10/12 at [13:00-13:15] and a minimum volume of 41 on May/10/12 at [11:30-11:45]. The AADT count for this study was 4,768. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 38.62% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.17 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.89 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 8 10 33 92 212 139 48 17 10 9 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 490 which represents 84 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 90 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 490 77 11 0 2 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [13:00-13:15] the average headway between vehicles was 13.433 seconds. During the slowest traffic period, on May/10/12 at [11:30-11:45] the average headway between vehicles was 21.429 seconds. WEATHER The roadway surface temperature over the period of the study varied between 109.00 and 123.00 degrees F. May/14/12 15:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichiya Falls Street: McNiel A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the nb north of kell lane at McNiel in Wichiya Falls, TX in Wichita county. The study began on Dec/14/09 at 11:00 and concluded on Dec/15/09 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2823 vehicles passed through the location with a peak volume of 83 on Dec/14/09 at [12:00-12:15] and a minimum volume of 0 on Dec/15/09 at [04:00-04:15].The AADT count for this study was 2,823. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 18.57% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.14 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 36.60 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 7 111 321 872 983 312 108 35 17 19 15 8 5 4 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2698 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 119 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2698 82 9 6 8 10 4 0 CHART 2 HEADWAY During the peak traffic period, on Dec/14/09 at [12:00-12:15] the average headway between vehicles was 10.714 seconds. During the slowest traffic period, on Dec/15/09 at [04:00-04:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 31.00 and 78.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 10:12 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Kell W.&McNiel A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the southbound lane at Kell W. & McNiel in Wichita Falls, TX in Wichita county. The study began on Mar/03/10 at 00:00 and concluded on Mar/04/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 3332 vehicles passed through the location with a peak volume of 93 on Mar/03/10 at [17:00-17:15] and a minimum volume of 0 on Mar/03/10 at[02:00-02:15]. The MDT count for this study was 3,332. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 34.91% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 2.24 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 40.56 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 26 115 240 580 838 525 223 85 45 25 18 23 11 10 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2624 which represents 95 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total Classified vehicles. The number of Tractor Tailers in the study was 140 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2624 128 10 2 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/03/10 at [17:00-17:15] the average headway between vehicles was 9.574 seconds. During the slowest traffic period, on Mar/03/10 at [02:00-02:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 93.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 11:17 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel a Regent A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the North lane at McNiel @ Regent in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 559 vehicles passed through the location with a peak volume of 58 on May/10/12 at [12:30-12:45] and a minimum volume of 33 on May/10/12 at [11:30-11:45]. The AADT count for this study was 4,472. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 22.00% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 36.82 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 3 6 19 121 286 107 13 2 0 1 0 0 0 C HART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 519 which represents 93 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 40 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 519 38 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [12:30-12:45] the average headway between vehicles was 15.254 seconds. During the slowest traffic period, on May/10/12 at [11:30-11:45] the average headway between vehicles was 26.471 seconds. WEATHER The roadway surface temperature over the period of the study varied between 109.00 and 121.00 degrees F. May/14/12 15:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel a@ Regent A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the South lane at McNiel @ Regent in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 11:30 and concluded on May/10/12 at 14:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 742 vehicles passed through the location with a peak volume of 75 on May/10/12 at [13:00-13:15] and a minimum volume of 47 on May/10/12 at [14:00-14:15]. The AADT count for this study was 5,936. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 18.86% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.14 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 36.24 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 19 56 226 294 113 19 4 0 2 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 704 which represents 96 percent of the total classified vehicles. -I-he number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 33 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 704 31 1 0 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [13:00-13:15] the average headway between vehicles was 11.842 seconds. During the slowest traffic period, on May/10/12 at [14:00-14:15] the average headway between vehicles was 18.75 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 103.00 degrees F. May/14/12 15:25 Page: 1 McNiel Speed Limit Map 1 t \.2 \, 0 ., \I'. ! .4..., , ) . ...- CO' ,GO. o_i__, _____,_._1_ I f' 1$ :74 ifC ' ::,,,-- )0 ,... -3 41 ',-' ' 4. •-''' \ !: ,( .„.,,,-\.,.....,..,, ,, .:,,,. .....6_,. ALA BALK J fE ....-•' ,) ( \•' 7.7.'' -5• IC ev if j \ 0 • I : '. a 2 0 _MPS( IJ' .,.' 41 6 ce s P P A c 4:2-55k j •••„ \ ':_,. ,3 8 „. t •w. ..„..., 0 GARY R.SCW.LL DR a „,-ers,.. "'"..-".- Its ' •• ___---..'• — •%.0. cd „—g J.Cs,M OE P'1Wl ';. - S \ 4 1 9 „, „.-c-- --— -- • \ T U C t .c 7.- \ \ j - r r 4 ••••P. 7 (r A\ __, ---- ...,F \ ..----- ---- .0.....- \ '14• ,.. .i ......,—. ,...--' . •-- ,----.'... .-- •-__. 0:4":... _.-^•,.. ..0 _...„..111?-"--." • V.r,,,r•_, , _, .- . , -6.261g -.---tar77 5a ,----------n .,,,,.--'-'—'---'- i \--_—, 41 ---11—..---,"`"------;------- 1 I ,.. ,,, ••=== a61P4 t,,,•,. D":,-----T--- I ---1--------I I _.,t4c.E. ."-'-' ; ,- V- Als.• ,./ / N RE.,ENT DR fr--________-----_-:".-------.---------_____. ,e,---- N:i.RiG01-0 L" -e ' 7i1.:: C/ ,c,r - ct I .... (._ • ___.• '-'. -,- WI'0 .1/15.,s''.,0 bill. -----.----."'- NoTTur. LN 7 0 I ( ,,,:t McNiel Speed Limit Map 2 1 .--- .----‘ ve,TR E 01,401EisliCOLE MD{irk SCH45ni 7: •,-- ZA" etr .1 .......,,,,,' )14644 iv KJ 'de 'N '-ii;-..--.--.- ::-.'-' _--- 1 GM-W1"{ ST 03.6' ___--•--1 11-i,00.4k056° -. 11— -{k-r' -- '71' .0-C. ----- 4.q •''' 1.I ' .- - V 0 TARRY GT ,---''---'-- --- ---'. 1 — . _ I I ---- i..e--"- N (NWT DR Fdi c',1:•,..'".1- ...--._ .-, i • I dr' I ci W 7 / .: , RR1 C , c. 1 REGENT DR ts^ ... aER DR al i 3 t - I E 1 7-' CALL r IE ID RD = I _ a")_/ s,o,,-.-..,"f.-,.,,'L--,•..„....'.,-..-.--_----..- _ --.15Z55.1 .;•&eJ, 0II2 — 9 41te' r , ALL \ 1 ) "Z.' •.,5 r , .?„. .., / ) t". ... 1 t '.31-. •- .k. r i Nj41%, 9•1111114P1411.1P$(OR 5' Y .c 0 te0371n.fr `1,0017 Kits \ I tiltiNkfi01044 E Lai EtiTAR 7 \ • Street Location: Midwestern Parkway Range: from: Kemp To: Eureka Posted Speed: 35 MPH 85% Speed measured at the following locations: Eastbound Westbound Wayne: 38.8 37.9 Maplewood: 34.8 40.8 Eureka: 38.1 36.2 Date: May 22, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85u' percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85u' percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic erintendent Traffic Engineering Department City of Wichita Falls 7/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Midwestern Parkway @ Wayne A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Westbound left lane at Midwestern Parkway @ Wayne in Wichita Falls, TX in Wichita county. The study began on Mar/03/10 at 00:00 and concluded on Mar/04/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 4017 vehicles passed through the location with a peak volume of 121 on Mar/03/10 at [17:00-17:15] and a minimum volume of 0 on Mar/03/10 at[01:30-01:45].The AADT count for this study was 4,017. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 39.35% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.05 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.83 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 3 28 105 587 1709 1275 250 43 6 2 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 3855 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 155 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 3855 144 0 8 3 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/03/10 at [17:00-17:15] the average headway between vehicles was 7.377 seconds. During the slowest traffic period, on Mar/03/10 at [01:30-01:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 83.00 degrees F. Feb/22/12 11:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Midwestern Parkway @ Wayne A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the eastbound left lane at Midwestern Parkway @ Wayne in Wichita Falls, TX in Wichita county. The study began on Mar/03/10 at 00:00 and concluded on Mar/04/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2536 vehicles passed through the location with a peak volume of 74 on Mar/03/10 at [13:00-13:15] and a minimum volume of 0 on Mar/03/10 at[01:30-01:45].The AADT count for this study was 2,536. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 27.40% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.20 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.98 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 5 17 92 620 1102 526 115 37 5 5 4 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2460 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 69 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2460 52 10 5 2 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/03/10 at [13:00-13:15] the average headway between vehicles was 12 seconds. During the slowest traffic period, on Mar/03/10 at [01:30-01:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37.00 and 82.00 degrees F. Feb/22/12 11:26 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: WICHITA FALLS Street: Midwestern @ Maplewood A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the East lane on Midwestern @ Maplewood in WICHITA FALLS, TX in WICHITA county. The study began on 10/08/2007 at 12:00 PM and concluded on 10/09/2007 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 7,096 vehicles passed through the location with a peak volume of 225 on 10/08/2007 at 12:45 PM and a minimum volume of 0 on 10/09/2007 at 04:00 AM. The AADT Count for this study was 7,096. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. Chart 1 0 ' 10 ' 15 ' 20 25 ` 30 35 40 45 ' 50 55 60 65 70 75 to to to to to to to to to to to to to to > 9 14 19 24 29 34 39 44 49 54 59 64 69 74 0 834 1458 1045 764 722 573 183 II 36 21 4 3 5 5 2 At least half of the vehicles were traveling in the 20 - 24 mph range or a lower speed. The average speed for all classified vehicles was 24 mph with 4.58 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.34 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 34.89 mph. CLASSIFICATION Chart 2 lists the values of the eight classification bins and the total traffic volume accumulated for each bin. Chart 2 0 21 28 j 40 50 60 70 80 to to to to to to to > 20 27 39 49 59 69 j 79 5493 j 113 29 12 7 0 0 1 Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 5,606 which represents 99.10 percent of the total classified vehicles. The number of Small Trucks in the study was 29 which represents 0.50 percent of the total classified vehicles. The number of Trucks/Buses in the study was 12 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 8 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 10/08/2007 at 12:45 PM the average headway between the vehicles was 3.98 seconds. The slowest traffic period was on 10/09/2007 at 04:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 71 and 115 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 05/21/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: WICHITA FALLS Street: Midwestern @ Maplewood A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the West lane on Midwestern @ Maplewood in WICHITA FALLS, TX in WICHITA county. The study began on 10/08/2007 at 12:00 PM and concluded on 10/09/2007 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 7,182 vehicles passed through the location with a peak volume of 193 on 10/08/2007 at 05:00 PM and a minimum volume of 0 on 10/09/2007 at 04:30 AM. The AADT Count for this study was 7,182. SPEED Chart 1 lists the values of the speed bins and the total try` Ic volume for each bin. Chart 1 0 10 15 20 25 30 35 40 45 1 50 55 60 65 70 75 to to to to to to to to to to to to to to > 9 14 19 24 29 34 39 , 44 49 54 59 64 69 74 0 361 1072 1059 1001 914 777 595 283 87 31 12 i 8 8 5 At least half of the vehicles were traveling in the 25-29 mph range or a lower speed. The average speed for all classified vehicles was 29 mph with 16.5 percent exceeding the posted speed of 40 mph. The HI-STAR found 1.03 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 40.82 mph. CLASSIFICATION Chart 2 lists the values of the eight classification bins and the total traffic volume accumulated for each bin. Chart 2 0 21 28 40 50 60 70 80 to to to to to to to 20 27 39 49 59 69 79 5921 219 51 8 6 5 2 1 Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 6,140 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 51 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 8 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 14 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 10/08/2007 at 05:00 PM the average headway between the vehicles was 4.64 seconds. The slowest traffic period was on 10/09/2007 at 04:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72 and 118 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 05/21/2012 Page: 1 Nu-Metrics Treffrc Analyzer Study C1.i1iputer Cenerst.ed Summery 'Report City: Wichita F::M3 Street: Midwestern Pky ( r EL eka A study of vehicle traffic was conc:."c E • with HI-STAR un nur .aer aS47. The study was done in the Eastbound laic: 3t Midwestern Pky L Lug ,‘a in Wichita FaI.„, TX in Wchita county. The study began on May/22/12 at 10.15 and concluded oar E,./1,1y/22/12 at 13:15, lasting a tota, of 3.00 hours. Traffic statistics were recorded in 15 mint ' time period F). The total recorded volume showed 839 vehicles passed through the. location with a peak volume of 114 on May/22/12 at [12:45-13:0 1, and a minimum volume of 47 on May/22/12 at [10:15-10:30]. Thar AADT count for this study was 6,712. SFkED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 1.67% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.12 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.14 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 15 26 137 404 202 37 8 4 1 0 1 0 CHART 1 CLASSIFICATION Chart 2 ".'_ts the values of the classificetiori bins and the total 'raffic volume accumuI x d for eac` bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Pay - ' in the study was 0 which represents 0 pc:cent ent of the total classified vehicles. The nur.:,. of Vans & Pickups in "m:r; study %,,.Is 805 which represeots 96 percent of the total classified vehicles. T:.;,a number of Busses &Mucks in the study was 0 whic } represents 0 percent of the total classified vehicles. The numL r of Tractor tillers in the study was 32 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 805 31 1 0 0 0 0 0 CHART 2 HEADWAY During Inv peak traffic period, on May/22112 at [12:45-13:00] the average headway between vehicles was 7.828 seconds. During the slowest traffic period, on May/22/12 at [10:15-10:30] the average headway between vehicles was 18.75 seconds. WEATHER The raec1'.vrl surface temperature over th period of the study varied between 95.00 and 123.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time, May/22/12 13:38 Page: Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern Pky c Eureka A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Westbound lane at Midwestern Pky © Eureka in Wichita Falls, TX in Wichita county. The study began on May/22/12 at 10:15 and concluded on May/22/12 at 12:45, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 931 vehicles passed through the location with a peak volume of 138 on May/22/12 at [11:45-12:00] and a minimum volume of 68 on May/22/12 at [10:45-11:00]. The AADT count for this study was 8,938. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 0.86% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 36.26 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 6 17 74 306 351 131 34 5 2 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the cl4_:sifica ion bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 901 which represents 97 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 26 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 60 140 to to to to to to to to 21 39 49 59 69 79 139 > 901 24 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/22/12 at [11:45-12:00] the average headway between vehicles was 6.475 seconds. During the slowest traffic period, on May/22/12 at [10:45-11:00] the average headway between vehicles was 13.043 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 121.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/22/12 13:37 Page: 1 Midwestern Parkway (Kemp to Eureka) Speed Zone Map 35 J d ,) _______ ---- --------:c0. r I , / \ ' W_-1------+ W -- / •i Jf�� u H , i--- - 1 L ----„,.. , / ,, 1-1 /- . .... Z-PLLZ- 911" r 1 w I' i . Pl'il' Pr.-TE 1 / \ \-- .F F L. a r � \ a Street Location: Midwestern Parkway Range: from: Henry S. Grace To: Council Recommended Speed: 40 MPH Posted Speed: From H.S. Grace to Manor 40 MPH; from Westbound at Manor to Southmoor 30 mph; from eastbound at Lake Park to Bluff 30 mph; westbound at Southmoor to Weeks 40 mph; at eastbound Weeks to Lake Park 40 mph; Weeks to Cedar Elm 40 mph; Cedar Elm to Council 40 mph 85% Speed measured at the following locations: Eastbound Westbound Armory: 42.3 40.6 Travis: 45.9 49.0 Bluff: 46.3 48.4 Manor: 38.2 37.2 Sara Sue: 41.6 43.6 Lake Park: 44.5 48.0 Irving: 47.6 43.8 Cedar Elm: 39.2 43.5 Taft: 32.4 28.1 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 8511 percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. 7/26/2012 1 Traffic a tendent Traffic Engineering Department City of Wichita Falls 7/26/2012 2 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern@Armory A study of vehicle traffic was conducted with HI-STAR unit number 3708. The study was done in the East Bound lane on Midwestern armory in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,538 vehicles passed through the location with a peak volume of 73 on 01/25/2006 at 05:15 PM and a minimum volume of 0 on 01/26/2006 at 01:30 AM. The AADT Count for this study was 2,538. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 22.2 percent exceeding the posted speed of 40 mph. The HI-STAR found 1.61 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.37 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,951 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 19 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 10 which represents 0.50 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2006 at 05:15 PM the average headway between the vehicles was 12.16 seconds. The slowest traffic period was on 01/26/2006 at 01:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 84 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Armory A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the West Lft lane on Midwestern @ Armory in Wichita Falls, Tx in Wichita county. The study began on 01/30/2006 at 01:00 PM and concluded on 01/31/2006 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,465 vehicles passed through the location with a peak volume of 51 on 01/30/2006 at 05:00 PM and a minimum volume of 0 on 01/30/2006 at 11:15 PM. The AADT Count for this study was 1,465. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 16.6 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.49 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 40.61 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,417 which represents 99.40 percent of the total classified vehicles. The number of Small Trucks in the study was 4 which represents 0.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/30/2006 at 05:00 PM the average headway between the vehicles was 17.31 seconds. The slowest traffic period was on 01/30/2006 at 11:15 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39 and 82 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern c Travis A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Eastbound left lane at Midwestern © Travis in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 436 vehicles passed through the location with a peak volume of 45 on Mar/21/12 at [13:45-14:00] and a minimum volume of 9 on Mar/21/12 at [10:30-10:45]. The AADT count for this study was 2,616. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 87.82% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.15 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 45.94 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 1 1 12 38 136 171 48 14 8 3 1 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 343 which represents 79 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 92 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 343 85 6 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [13:45-14:00] the average headway between vehicles was 19.565 seconds. During the slowest traffic period, on Mar/21/12 at [10:30-10:45] the average headway between vehicles was 90 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 107.00 degrees F. May/21/12 17:09 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Travis A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Westbound left lane at Midwestern c Travis in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 566 vehicles passed through the location with a peak volume of 49 on Mar/21/12 at [11:00-11:15] and a minimum volume of 16 on Mar/21/12 at [13:30-13:45]. The AADT count for this study was 3,396. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 77.82% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 2.77 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 49.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 4 13 28 73 135 152 65 29 25 7 7 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 468 which represents 87 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor 1 r.<ilers in the study was 73 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 468 64 6 2 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on rvM;421/12 at [11:00-11:15] the average headway between vehicles was 18 seconds. During the slow,2 t traffic period, on Mar/21/12 at [13:30-13:45] the average headway between vehicles was 52.941 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 95.00 degrees F. May/21/1217:09 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Bluff A study of vehicle traffic was conducted with HI-STAR unit number 3831. The study was done in the East lane on Midwestern @ Bluff in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,995 vehicles passed through the location with a peak volume of 84 on 01/25/2006 at 03:15 PM and a minimum volume of 0 on 01/26/2006 at 03:00 AM. The AADT Count for this study was 2,995. SPEED At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 40 mph with 51.7 percent exceeding the posted speed of 40 mph. The HI-STAR found 1.25 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 46.31 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,778 which represents 98.90 percent of the total classified vehicles. The number of Small Trucks in the study was 15 which represents 0.50 percent of the total classified vehicles. The number of Trucks/Buses in the study was 4 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 11 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2006 at 03:15 PM the average headway between the vehicles was 10.59 seconds. The slowest traffic period was on 01/26/2006 at 03:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 82 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Bluff A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the West lane on Midwestern @ Bluff in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,242 vehicles passed through the location with a peak volume of 113 on 01/25/2006 at 05:00 PM and a minimum volume of 0 on 01/26/2006 at 02:30 AM. The AADT Count for this study was 3,242. SPEED At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 42 mph with 58.7 percent exceeding the posted speed of 40 mph. The HI-STAR found 3.91 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 48.43 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,004 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 29 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 5 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2006 at 05:00 PM the average headway between the vehicles was 7.89 seconds. The slowest traffic period was on 01/26/2006 at 02:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 45 and 83 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Manor A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Eastbound left lane at Midwestern Manor in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 909 vehicles passed through the location with a peak volume of 84 on Mar/21/12 at [13:45-14:00] and a minimum volume of 33 on Mar/21/12 at [10:15-10:30]_ The AADT count for this study was 5,454. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 28.15% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.22 MPH. < 5 10 15 20 25 30 ' 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 20 40 230 358 185 52 15 1 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The nt;uther of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 870 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 36 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 870 31 4 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [13:45-14:00] the average headway between vehicles was 10.588 seconds. During the slowest traffic period, on Mar/21/12 at [10:15-10:30] the average headway between vehicles was 26.471 seconds. WEATHER The roadway surface temperature over the period of the study varied between 56.00 and 83.00 degrees F. May/21/12 17:09 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Manor A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Westbound left lane at Midwestern c@D Manor in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 816 vehicles passed through the location with a peak volume of 69 on Mar/21/12 at [11:15-11:30] and a minimum volume of 33 on Mar/21/12 at [10:30-10;45]. The AADT count for this study was 4,896. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 24.26% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.12 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.21 MPH. < ' 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 1 28 190 395 170 223 1 0 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 784 which represents 97 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 28 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 784 25 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [11:15-11:30] the average headway between vehicles was 12.857 seconds. During the slowest traffic period, on Mar/21/12 at [10:30-10:45] the average headway between vehicles was 26.471 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 101.00 degrees F. May/21/12 17:09 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern &Sara Sue A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Eastbound lane at Midwestern & Sara Sue in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 712 vehicles passed through the location with a peak volume of 68 on Apr/02/12 at [13:03-13:18] and a minimum volume of 51 on Apr/02/12 at [12:33-12:48]. The AADT count for this study was 5,696. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 50.70% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.14 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 41.65 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 3 12 78 255 222 94 26 12 5 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 670 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 40 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 670 36 3 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [13:03-13:18] the average headway between vehicles was 13.043 seconds. During the slowest traffic period, on Apr/02/12 at [12:33-12:48] the average headway between vehicles was 17.308 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 105.00 degrees F. May/21/12 17:08 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Sara Sue A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Westbound left lane at Midwestern @ Sara Sue in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1008 vehicles passed through the location with a peak volume of 80 on Mar/21/12 at [12:15-12:30] and a minimum volume of 46 on Mar/21/12 at [13:30-13:45]. The AADT count for this study was 6,048. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 72.89% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.20 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.61 MPH. < ' 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 4 6 62 201 416 230 59 22 5 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 975 which represents 97 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 32 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 975 27 3 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [12:15-12:30] the average headway between vehicles was 11.111 seconds. During the slowest traffic period, on Mar/21/12 at [13:30-13:45] the average headway between vehicles was 19.149 seconds. WEATHER The roadway surface temperature over the period of the study varied between 60.00 and 93.00 degrees F. May/21/12 17.09 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern Pkwy. @ Lake Park Dr. A study of vehicle traffic was conducted with HI-STAR unit number 3837. The study was done in the East lane on Midwestern Pkwy. @ Lake Park Dr. in Wichita Falls, Tx in Wichita county. The study began on 11/01/2005 at 01:00 PM and concluded on 11/02/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 7,353 vehicles passed through the location with a peak volume of 198 on 11/01/2005 at 05:00 PM and a minimum volume of 0 on 11/02/2005 at 04:00 AM. The AADT Count for this study was 7,353. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 39 mph. The HI-STAR found 0.90 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 44.55 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 7,044 which represents 98.60 percent of the total classified vehicles. The number of Small Trucks in the study was 72 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 19 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 12 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 11/01/2005 at 05:00 PM the average headway between the vehicles was 4.52 seconds. The slowest traffic period was on 11/02/2005 at 04:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 52 and 98 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern Pkwy. @ Lake Park Dr. A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the West lane on Midwestern Pkwy. @ Lake Park Dr. in Wichita Falls, Tx in Wichita county. The study began on 11/01/2005 at 01:00 PM and concluded on 11/02/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 8,191 vehicles passed through the location with a peak volume of 257 on 11/01/2005 at 05:00 PM and a minimum volume of 0 on 11/02/2005 at 03:45 AM. The AADT Count for this study was 8,191. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 42 mph. The HI-STAR found 2.16 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 48.09 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 7,808 which represents 98.70 percent of the total classified vehicles. The number of Small Trucks in the study was 73 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 17 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 11 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 11/01/2005 at 05:00 PM the average headway between the vehicles was 3.49 seconds. The slowest traffic period was on 11/02/2005 at 03:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 52 and 95 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern Irving A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Eastbound left lane at Midwestern @ Irving in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lusting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 890 vehicles passed through the location with a peak volume of 72 on Mar/21/12 at [13:00-13:15] and a minimum volume of 33 on Mar/21/12 at [10:30-10:45]. The AADT count for this study was 5,340. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 42 MPH with 95.38% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 47.61 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 0 2 4 33 230 386 186 33 12 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic vorTime accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vci;icles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 790 which represents 89 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 98 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 790 93 2 3 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [13:00-13:15] the average headway between vehicles was 12.329 seconds. During the slowest traffic period, on Mar/21/12 at [10:30-10:45] the average headway between vehicles was 26.471 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 99.00 degrees F. May/21/12 17:08 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Irving A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Westbound left lane at Midwestern Irving in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1132 vehicles passed through the location with a peak volume of 89 on Mar/21/12 at [12:00-12:15] and a minimum volume of 50 on Mar/21/12 at [10:30-10:45]. The AADT count for this study was 6,792. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 70.13% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.36 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.85 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 8 15 15 56 241 452 218 76 19 20 2 2 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 943 which represents 84 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 182 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 943 106 23 17 7 11 17 1 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [12:00-12:15] the average headway between vehicles was 10 seconds. During the slowest traffic period, on Mar/21/12 at [10:30-10:45] the average headway between vehicles was 17.647 seconds. WEATHER The roadway surface temperature over the period of the study varied between 60.00 and 91.00 degrees F. May/21/1217:08 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Cedar Elm Location: Midwestern @ Cedar Elm A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Eastbound left lane at Midwestern @ Cedar Elm in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 877 vehicles passed through the location with a peak volume of 75 on Mar/21/12 at [13:45-14:00] and a minimum volume of 34 on Mar/21/12 at [10:15-10:30]. The AADT count for this study was 5,262. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 42.53% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.22 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 16 54 109 320 283 63 13 7 4 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 837 which represents 96 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 33 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 837 30 1 0 0 1 1 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [13:45-14:00] the average headway between vehicles was 11.842 seconds. During the slowest traffic period, on Mar/21/12 at [10:15-10:30] the average headway between vehicles was 25.714 seconds. WEATHER The roadway surface temperature over the period of the study varied between 60.00 and 91.00 degrees F. May/21/12 17:08 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Cedar Elm A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Westbound left lane at Midwestern cc Cedar Elm in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 914 vehicles passed through the location with a peak volume of 72 on Mar/21/12 at [12:00-12:15] and a minimum volume of 39 on Mar/21/12 at [13:45-14:00]. The AADT count for this study was 5,484. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 65.63% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.22 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 43.53 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 3 5 17 44 238 347 150 47 25 17 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Pas:;cnger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 775 which represents 86 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 121 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 775 110 7 2 2 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [12:00-12:15] the average headway between vehicles was 12.329 seconds. During the slowest traffic period, on Mar/21/12 at [13:45-14:00] the average headway between vehicles was 22.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 99.00 degrees F. May/21/12 17:08 Page 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Taft A study of vehicle traffic was conducted with HI-STAR unit number 4685. The study was done in the eastbound lane at Midwestern © Taft in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 200 vehicles passed through the location with a peak volume of 31 on Jul/12/12 at [10:30-10:45] and a minimum volume of 10 on Jul/12/12 at [09:00-09:15]. The AADT count for this study was 1,920. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 10- 15 MPH range or lower. The average speed for all classifed vehicles was 19 MPH with 0.00% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 10MPH and the 85th percentile was 32.42 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 13 23 44 21 11 20 31 9 1 0 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 168 which represents 97 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 5 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 168 5 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:30-10:45] the average headway between vehicles was 28.125 seconds. During the slowest traffic period, on Jul/12/12 at [09:00-09:15] the average headway between vehicles was 81.818 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 115.00 degrees F. JuU12/12 13:26 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Taft A study of vehicle traffic was conducted with HI-STAR unit number 4690. The study was done in the westbound lane at Midwestern © Taft in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 420 vehicles passed through the location with a peak volume of 59 on Jul/12/12 at [10:00-10:15] and a minimum volume of 26 on Jul/12/12 at [08:30-08:45]. The AADT count for this study was 4,032. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 10- 15 MPH range or lower. The average speed for all classifed vehicles was 18 MPH with 0.83% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 10MPH and the 85th percentile was 28.16 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 10 49 110 72 41 38 26 9 3 3 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 343 which represents 95 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 18 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 343 15 0 0 0 1 2 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:00-10:15]the average headway between vehicles was 15 seconds. During the slowest traffic period, on Jul/12/12 at [08:30-08:45] the average headway between vehicles was 33.333 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87.00 and 117.00 degrees F. JuU12/12 13:26 Page: 1 Midwestern Parkway Speed Limit Map 1 "ATM,^,T %`.. REF LE BApTiS I,_—1 . I /‘--"—{___ __,L. C . l , 1: ILa**.:::Ti . t // ii . - 1 QO / xTM:7 /; _ IMF«es DP a E �7�hI II'i�4� ^"XF fp II �� P T_H'-fir _ �1 �i 1 4. /7 :LLEY aLGFI: ...E ''.--- .1:'/ 0 , . I f , , 0.0 3750 0.075 Miles PLII !1 Midwestern Parkway Speed Limit Map 2 \ ............ i ''\ ______: .__,__ � ti_ 0 ____. ,s . &,,,4 . , !I ------,/ -,NTH:T 0 NT ' 7,4;T f 1 6 LA n@ 1 T] I- 4l7 LS: E"TE P?I PI_.. /el , 7.\\:------ '' I ' r i 1 :ule.IEa:T I r`- . - ,,,WHO LH yA JJ r " ' +' E:j I . PG L LH j y' FP1P',H 4..E I ! r— ' J I . GI>RMINE PD , (Atm `i' _ =LOPYH+.E --K. —.\\" —`— AILE; I 'err DP t 1 C1TT�_D•iELH i '.. . I� M rI It) - r1 1� Midwestern Parkway Speed Limit Map 3 . i....\ • 21.LEa _ ---....,„.. . . --- _ L._ ---i.-- ( 7 ) .. 1 . of v - I .,,_... ) ( i 1 .1 144I7P' [.%D LN --. 4 LLEr I I / 4V — — A . 24•G. 41 TPL / '. WO:'142 TEL 7 )' ---If-----.4 1 \ / V.' /1 1110. L:TEPN PEN a -::— )___ ) \.7), m=milmi ci 0 Sk \ i 0.01)503750 , 5 trtles Street Location: Missile Range: from: IH 44 To: Burkburnett SH 240 Posted Speed: 45 85%Speed measured at the following locations: Eastbound Westbound Castle: 48.9 44.8 Hooper: 47.6 47.5 Loretta: 48.1 49.0 Date: May 21, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 851h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Sup-rintendent Traffic Engineering Department City of Wichita Falls 1 0 1/2412 0 1 2 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile @ Castle A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Eastbound lane at Missile c Castle in Wichita Falls, TX in Wichita county. The study began on Apr/18/12 at 09:30 and concluded on Apr/18/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 229 vehicles passed through the location with a peak volume of 33 on Apr/18/12 at [12:45-13:00] and a minimum volume of 3 on Apr/18/12 at [09:30-09:45]. The AADT count for this study was 1,570. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 11.84% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.32 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 48.95 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 6 8 7 16 50 75 38 14 10 2 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 181 which represents 79 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 47 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 181 47 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/18/12 at [12:45-13:00] the average headway between vehicles was 26.471 seconds. During the slowest traffic period, on Apr/18/12 at [09:30-09:45] the average heat v y between vehicles was 225 seconds. WEATHER The roadway surface temperature over the period of the study varied between 78.00 and 117.00 degrees F. May/08/12 11:46 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile a Castle A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Westbound lane at Missile © Castle in Wichita Falls, TX in Wichita county. The study began on Apr/18/12 at 09:30 and concluded on Apr/18/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 380 vehicles passed through the location with a peak volume of 51 on Apr/18/12 at [12:30-12:45] and a minimum volume of 2 on Apr/18/12 at [09:30-09:45]. The AADT count for this study was 2,606. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 3.47% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.27 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.08 MPH. 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 6 10 19 49 72 112 60 33 7 5 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 333 which represents 89 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 42 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 333 33 5 1 0 0 3 0 CHART 2 HEADWAY During the peak traffic period, on Apr/18/12 at [12:30-12:45] the average headway between vehicles was 17.308 seconds. During the slowest traffic period, on Apr/18/12 at [09:30-09:45] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 62.00 and 82.00 degrees F. May/08/1211:46 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile c Hooper A study of vehicle traffic was conducted with HI-STAR unit number 3248. The study was done in the East lane at Missile © Hooper in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 12:00 and concluded on May/11/12 at 12:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 3456 vehicles passed through the location with a peak volume of 100 on May/11/12 at [07:15-07:30] and a minimum volume of 1 on May/11/12 at [01:45-02:00]. The AADT count for this study was 3,456. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 9.51% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.08 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 47.60 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 7 28 91 270 643 897 770 394 177 112 19 17 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2931 which represents 86 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 496 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2931 460 19 13 4 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/11/12 at [07:15-07:30] the average headway between vehicles was 8.911 seconds. During the slowest traffic period, on May/11/12 at [01:45-02:00] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 117.00 degrees F. May/21/12 11:31 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile @ Hooper A study of vehicle traffic was conducted with HI-STAR unit number 3265. The study was done in the West lane at Missile @ Hooper in Wichita Falls, TX in Wichita county. The study began on May/10/12 at 12:00 and concluded on May/11/12 at 12:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2845 vehicles passed through the location with a peak volume of 143 on May/10/12 at [16:45-17:00] and a minimum volume of 0 on May/11/12 at [03:15-03:30]. The AADT count for this study was 2,845. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 6.82% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.18 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 47.57 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 9 48 772 446 694 736 478 143 45 4 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 2456 which represents 87 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 372 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 2456 355 12 1 4 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/10/12 at [16:45-17:00] the average headway between vehicles was 6.25 seconds. During the slowest traffic period, on May/11/12 at [03:15-03:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 62.00 and 117.00 degrees F. May/21/12 11:31 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile @ Loretta A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Westbound lane at Missile Loretta in Wichita Falls, TX in Wichita county. The study began on Apr/18/12 at 09:30 and concluded on Apr/18/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 300 vehicles passed through the location with a peak volume of 40 on Apr/18/12 at [11:15-11:30] and a minimum volume of 7 on Apr/18/12 at [09:30-09:45]. The AADT count for this study was 2,057. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 9.09% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.35 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 48.19 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 2 6 7 45 79 72 47 15 10 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 245 which represents 86 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 41 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 245 37 1 1 1 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Apr/18/12 at [11:15-11:30] the average headway between vehicles was 21.951 seconds. During the slowest traffic period, on Apr/18/12 at [09:30-09:45] the average headway between vehicles was 112.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 82.00 and 119.00 degrees F. May/08/12 11:46 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile a@ Loretta A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the Eastbound lane at Missile cc Loretta in Wichita Falls, TX in Wichita county. The study began on Apr/18/12 at 09:30 and concluded on Apr/18/12 at 13:00, lasting a total of 3.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 398 vehicles passed through the location with a peak volume of 49 on Apr/18/12 at [10:45-11:00] and a minimum volume of 14 on Apr/18/12 at [12:30-12:45]. The MDT count for this study was 2,729. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 11.11% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 49.06 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 8 19 15 30 77 117 85 41 3 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 331 which represents 84 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 65 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 331 58 5 1 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/18/12 at [10:45-11:00] the average headway between vehicles was 18 seconds. During the slowest traffic period, on Apr/18/12 at [12:30-12:45] the average headway between vehicles was 60 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76.00 and 119.00 degrees F. May/08/12 11:46 Page: 1 Missile Speed Limit Map 1 N i 1 • I 2 • P- a a z d 7 • m • I ■ i I i a 1 t.a.•a r a++as a r.aai TINKER TRI. TINPIERTRI i 1w.a.snrr.rarr :M+. wMtrnrsr+rd ind ON z FREEDOM CIR LIlERTYCT _PERRINDR_ C:( ` , z/ �� R ._ .. . . fAN NS°w °' COLONIAL DR RAWL:ILPH DR ii7`.., / o x RLiLKNILIRD SE INADR I. LE C.) ~—c „,\ / 0U I MGE DR a f g g ''\ CO AOTTYST = + dr RI -- RFISLE-8i 0 eaR . ." `II corns". I�.- GREENTREE&VE 1 a \ P:«E:LVRD 2X _ .4._ L__ �, \a ,) ...- , i‘o. ,%.,-' . n �t ,' li� ,, • CE1fTURvST Sam F.+.>r1+br4.+h '`d "fi .✓' -. _ rr? t r 4/ i nd- ' ''41.r211 \\\ d acsaFsab ,g ;r. \ W J : itr+mac,' . srr:IRSr Street Location: North Beverly Range: from: Loop 11 To: Iowa Park Road Posted Speed: 45 85% Speed measured at the following locations: Northbound Southbound Southwest: 48.3 48.0 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85'h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85t' percentile for such issues as different resutts at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic pe tendent Traffic Engineering Department City of Wichita Falls 07/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: North Beverly @ Southwest A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Northbound lane at North Beverly © Southwest in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 432 vehicles passed through the location with a peak volume of 45 on Apr/02/12 at [12:48-13:03] and a minimum volume of 27 on Apr/02/12 at [12:18-12:33]. The AADT count for this study was 3,456. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 8.62% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.47 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 48.33 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 6 21 22 20 101 138 84 22 13 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 364 which represents 85 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 65 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 364 61 4 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [12:48-13:03] the average headway between vehicles was 19.565 seconds. During the slowest traffic period, on Apr/02/12 at [12:18-12:33] the average headway between vehicles was 32.143 seconds. WEATHER The roadway surface temperature over the period of the study varied between 105.00 and 121.00 degrees F. May/08/1212:02 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: North Beverly c Southwest A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Southbound lane at North Beverly © Southwest in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 429 vehicles passed through the location with a peak volume of 50 on Apr/02/12 at [13:48-14:03] and a minimum volume of 23 on Apr/02/12 at [12:33-12:48]. The AADT count for this study was 3,432. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 10.14% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.72 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 48.09 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 12 19 16 33 112 124 55 28 11 1 1 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 344 which represents 83 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 70 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 344 65 5 00 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [13:48-14:03] the average headway between vehicles was 17.647 seconds. During the slowest traffic period, on Apr/02/12 at [12:33-12:48] the average headway between vehicles was 37.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 107.00 and 121.00 degrees F. May/08/12 12:02 Page: 1 1 4 N. Beverly Speed Zone Map Y _41_2 t1 ---__2_ . ::4 ‘,..-,_ ' x,,,,,.......I....7 it , ihk -----4\,1 ' le -, 77,.. ..„---\ • .. iii .. ,. ,, . I , ,„ a i , n. . . , . ,..... , , _ ---7.., T , . � (— Street Location: Parkhill Range: from: Kovarik To: Seymour Highway Posted Speed: 30 MPH Recommended Speed: 40 MPH 85% Speed measured at the following locations: Northbound Southbound Near Address 3549: 44.4 40.0 Date: May 21, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u tendent Traffic Engineering Department City of Wichita Falls 5/21/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Parkhill A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the Northbound lane at Parkhill in Wichita Falls, TX in Wichita county. The study began on Apr/30/12 at 11:00 and concluded on May/01/12 at 10:00, lasting a total of 23.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 58 vehicles passed through the location with a peak volume of 5 on Apr/30/12 at [19:15-19:30] and a minimum volume of 0 on Apr/30/12 at [12:00-12:15]. The AADT count for this study was 61. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 43.10% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.72 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 44.44 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 3 9 12 8 8 9 5 1 1 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 57 which represents 98 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 1 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 57 1 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/30/12 at [19:15-19:30] the average headway between vehicles was 150 seconds. During the slowest traffic period, on Apr/30/12 at [12:00-12:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76.00 and 121.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 16:27 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Fails Street: Parkhill A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the north and south lane at Parkhill in Wichita Falls, TX in Wichita county. The study began on Apr/30/12 at 11:00 and concluded on May/01/12 at 10:00, lasting a total of 23.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 165 vehicles passed through the location with a peak volume of 9 on Apr/30/12 at [18:00-18:15] and a minimum volume of 0 on Apr/30/12 at [12:45-13:00]. The AADT count for this study was 172. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 29 MPH with 23.13% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.68 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 40.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 4 65 33 10 11 13 6 2 1 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the tota! traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 138 which represents 94 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 9 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > • 138 8 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/30/12 at [18:00-18:15] the average headway betvof_+en vehicles was 90 seconds. During the slowest traffic period, on Apr/30/12 at [12:45-13:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 123.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 16:27 Page: 1 Parkhill Speed Limit Map 45 I4 IF. Pie I � I m If, o I� I i - ii *4E;T:oJtit4,7 Llid l8Ws4-04,T 1 f, 0 A•�+3750 ■r } Street Location: Rathgeber Range: from: Highway 79 To: Out of the City Limits Posted Speed: 40 MPH 85% Speed measured at the following locations: Eastbound Westbound Jacksboro: 38.6 24.5 Professional: 45.2 50.1 Highway 79: 34.5 Brookwood: 48.6 51.8 Date: July 27, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 851h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to the narrow roadway, moderate traffic volumes, and absence of improved shoulder or curb, it is recommended that Rathgeber remain posted for 40 MPH. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra i S rintendent Traffic Engineering Department City of Wichita Falls 7/27/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Jacksboro @ Rathgeber A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the East lane on Jacksboro @ Rathgeber in Wichita Falls, Tx in Wichita county. The study began on 02/13/2007 at 01:00 PM and concluded on 02/14/2007 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 607 vehicles passed through the location with a peak volume of 20 on 02/13/2007 at 03:30 PM and a minimum volume of 0 on 02/13/2007 at 09:45 PM. The AADT Count for this study was 607. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 31 mph. The HI-STAR found 1.18 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 38.63 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 492 which represents 96.50 percent of the total classified vehicles. The number of Small Trucks in the study was 15 which represents 2.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.60 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/13/2007 at 03:30 PM the average headway between the vehicles was 42.86 seconds. The slowest traffic period was on 02/13/2007 at 09:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 29 and 52 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Jacksboro @ Rathgeber A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the West lane on Jacksboro @ Rathgeber in Wichita Falls, Tx in Wichita county. The study began on 02/13/2007 at 01:00 PM and concluded on 02/14/2007 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,083 vehicles passed through the location with a peak volume of 59 on 02/13/2007 at 02:00 PM and a minimum volume of 0 on 02/13/2007 at 10:45 PM. The AADT Count for this study was 1,083. SPEED At least half of the vehicles were traveling in the 15 - 19 mph range or a lower speed. The average speed for all classified vehicles was 20 mph. The HI-STAR found 0.44 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 24.45 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 889 which represents 97.70 percent of the total classified vehicles. The number of Small Trucks in the study was 12 which represents 1.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.50 percent of the total classified vehicles. The number of Tractor Trailers in the study was 4 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/13/2007 at 02:00 PM the average headway between the vehicles was 15.0 seconds. The slowest traffic period was on 02/13/2007 at 10:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 29 and 50 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Rathgeber @ Professional A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the Eastbound lane at Rathgeber @ Professional in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/03/12 at 08:03, lasting a total of 20.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 385 vehicles passed through the location with a peak volume of 19 on Apr/02/12 at [17:18-17:33] and a minimum volume of 0 on Apr/02/12 at [22:03-22:18]. The AADT count for this study was 462. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 5.47% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 45.26 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 8 11 34 75 101 94 39 18 3 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 364 which represents 95 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 20 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 364 19 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [17:18-17:33] the average headway between vehicles was 45 seconds. During the slowest traffic period, on Apr/02/12 at [22:03-22:18] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 121.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Mray/21/12 11:45 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Rathgeber @ Professional A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Westbound lane at Rathgeber © Professional in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 15:00 and concluded on May/22/12 at 09:00, lasting a total of 18.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 368 vehicles passed through the location with a peak volume of 22 on May/22/12 at [07:30-07:45] and a minimum volume of 0 on May/21/12 at [20:45-21:00]. The AADT count for this study was 491. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 43 MPH with 15.51% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.39 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 50.16 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 1 0 2 10 30 67 108 86 31 20 5 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 283 which represents 78 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 78 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 283 71 4 3 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/22/12 at [07:30-07:45] the average headway between vehicles was 39.13 seconds. During the slowest traffic period, on May/21/12 at [20:45-21:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 107.00 degrees F. May/22/12 13:38 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Rathegeber 158' east of Hwy 79 A study of vehicle traffic was conducted with HI-STAR unit number 3827. The study was done in the Westbound lane on Rathegeber 158'east of Hwy 79 in Wichita Falls, Tx in Wichita Falls county. The study began on 03/22/2004 at 11:00 AM and concluded on 03/23/2004 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 317 vehicles passed through the location with a peak volume of 13 on 03/22/2004 at 04:45 PM and a minimum volume of 0 on 03/22/2004 at 10:45 PM. The AADT Count for this study was 317. SPEED At least half of the vehicles were traveling in the 25-29 mph range or a lower speed. The average speed for all classified vehicles was 30 mph with 4.73 percent exceeding the posted speed of 40 mph. The HI-STAR found 1.26 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 34.52 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 309 which represents 97.50 percent of the total classified vehicles. The number of Small Trucks in the study was 5 which represents 1.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.60 percent of the total classified vehicles. HEADWAY During the peak time period, on 03/22/2004 at 04:45 PM the average headway between the vehicles was 64.29 seconds. The slowest traffic period was on 03/22/2004 at 10:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 52 and 95 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/26/2012 Page: 1 Traffic Analyzer Study Corr pater Crtneratod Summary Report ttVichi.;t Fails Street: RaTiir ber A Brookwood A study of vehicle ir, "ic was c •!iducjc7• l VItit HI-STAR u t number 2920. The study was done in the Eastbo.;,id lane at R .thgel �,� Brookwc_d in Wichita Ff Ils, TX in Wichita county. The study began on M.: //21/12 at 15:00 as`:d co. ded on iy/22/12 at 09:02. lasting a tctol of 18.00 hours. Traffic statistics were recorded in 15 m •ute firm. l;driods t'he total reco.u.:d !itlmrr shi.mod 74 vehicles passed through the loc,ition with a peak volume of 10 on Mayr2'/12 at [16:45-17:00] and a minimum volume of 0 on May/21/1.. [23:00-23:15]. The-;ADT count for this study was 285. SPEED Chart 1 lists'!A values of the sv °r i... : ?ns and the total traffic volume for each bin. At least half the vehicles .re traveling in the 35- 40 MPH ranyo or lower The average speed for all classified vehicles was 37 i. :-i with 12.37% vehicles exceei.tin{;, the posted speed of 45 MPH. The HI-STAR found 1.03 percent of the total vFllicles were traveling it xr,,?,;s of 55 ,`a'.PH. The mode speed for this traffic study was 35MPH and the 88 „1 percentile was 48.64 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 5 16 17 15 14 45 35 22 14 8 2 0 0 CHART 1 CLASSIFICATION Cha rt 2 lists the values of the c!^_.:sifc^tion bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during thrstudy were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which re:''t'sents 0 •,.r:::e it of the total clan "led vehicles. The number. of Vans & Pickups in the study was 157 w,w jch rt=p:r. ents 81 per:.:nt of the total classified vehicles. The number of Busses& Trucks in the study w.:; 0 wh_::'t iepre=-e•rst.s 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 37 which ireprsents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 157 34 3 0 0 0 0 0 CHART 2 HEADWAY During the p: ak traffic rt-.riorl, on P + y/21/12 at [16:45-17:00] the ivera:: r::acr -ly bi i;{jean rehicl es was 81.818 seconds. During the sk,.,v it tra`"+a: period, on May/21/12 at [23:00-23:15] thy; awl-age between e.hicles was 900 seconds. The road..:::q :surface tern:ie ature E.Aieu the period of the study varied between 66.00 and 99.00 degrees F. May/22/12 3:38 P..:i": 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Rathgeber a Brookwood A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Westbound lane at Rathgeber Brookwood in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 15:00 and concluded on May/22/12 at 09:00, lasting a total of 18.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 208 vehicles passed through the location with a peak volume of 15 on May/22/12 at [07:30-07:45] and a minimum volume of 0 on May/21/12 at [21:45-22:00]. The AADT count for this study was 277. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 19.21% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.97 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 51.82 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 10 19 12 16 17 33 35 22 22 13 3 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 177 which represents 87 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 26 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 177 24 1 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/22/12 at [07:30-07:45] the average headway between vehicles was 56.25 seconds. During the slowest traffic period, on May/21/12 at [21:45-22:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 99.00 degrees F. May/22/12 13:38 Page: 1 Rathgeber Speed Limit Map 1 I 1 1 .. . ..... — ... HEHPF Th. 1 a a .4-. uil ,... / .).^.•OPIDGE DP .... 7 tttc•A I CP EE1 DP 7 ....L.:. ./ ...'r i / \- 7 -... / _ ..., _ I , ll 71 , I / .7"..s.„ ii P.,TtG.El&PO. 7:: gPill".."rillIll.III7.— .... 4.+MIO / V I , " 1I/ - i II .1v.iv S. riaiiime IIIMMON,11..aaaarna / O a I a 1 / O I I "11 II a :AMIllalaillimm I iM. ii I I I a 0.011533750 0.075 Miles I •=== Rathgeber Speed Limit Map 2 /,/ �•.._______jr I r i , / il N. f 7 F„ / i \ _ ///,/ • •0.0.:...r.fm. t a_.._..—_.._...r.. . t 0 \ 0.0D5J3750 0.075 htIe3 Rathgeber Speed Limit Map 3 a ✓ I ■ U ▪ r■r I ■ • ■ 12 ■ 2 ■ ■ • r I ■ t tJ7tiG E5@P F4 ■ f � ■ r.wr■rrrsr.mrrra■.r■.■111...rrrrr.r■r...Mt.rrr.mr.rrrmmar..r .�.t • © 0.011-1 •750 0.075 Miles Street Location: Reilly Range: from: 144 To: FM 369 Posted Speed: 55 MPH 85%Speed measured at the following locations: Eastbound Westbound Wellington: 75.0 63.7 City View: 62.9 70.0 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Reilly Road is also State FM Road 3492 thus it is maintained by TXDOT. The measured 85% speeds are over the current posted 55 mph speed limit. Due to the absence of improved shoulders, it is recommended that the speed remain posted at 55 mph and this roadway segment be re-evaluated by TXDOT for Improvement considerations. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra c u erintendent Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly @ Wellington A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Eastbound lane at Reilly c Wellington in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 84 vehicles passed through the location with a peak volume of 12 on Apr/25/12 at [10:00-10:15] and a minimum volume of 1 on Apr/25/12 at [13:00-13:15]. The AADT count for this study was 504. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 55 - 65 MPH range or lower. The average speed for all classifed vehicles was 62 MPH with 41.67% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 41.67 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 55MPH and the 85th percentile was greater than 75.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 0 0 4 3 5 3 34 13 4 18 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total trffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 50 which represents 60 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles_ The number of Tractor Tailers in the study was 34 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 50 30 1 3 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [10:00-10:15] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on Apr/25/12 at [13:00-13:15] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 111.00 degrees F. M.- 21/12 11:52 f- ,., 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly ara Wellington A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Westbound lane at Reilly @ Wellington in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 77 vehicles passed through the location with a peak volume of 9 on Apr/25/12 at [11:45-12:00] and a minimum volume of 1 on Apr/25/12 at [10:15-10:30]. The AADT count for this study was 462. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 50 - 55 MPH range or lower. The average speed for all classifed vehicles was 52 MPH with 13.16% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 13.16 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 50MPH and the 85th percentile was 63.75 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 1 4 1 5 10 5 24 16 3 3 4 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 66 which represents 87 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 10 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 66 7 1 1 1 0 0 0 CHART 2 HEAD VUAY During the peak traffic period, on Apr/25/12 at [11:45-12:00] the average headway between vehicles was 90 seconds. During the slowest traffic period, on Apr/25/12 at [10:15-10:30] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 111.00 degrees F. May/21/12 11:52 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly @ Wellington A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the East and west lane at Reilly @ Wellington in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 161 vehicles passed through the location with a peak volume of 18 on Apr/25/12 at [10:00-10:15] and a minimum volume of 3 on Apr/25/12 at [13:00-13:15]. The AADT count for this study was 966. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 55- 65 MPH range or lower. The average speed for all classifed vehicles was 57 MPH with 28.13% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 28.13 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 55MPH and the 85th percentile was 72.86 MPH. < 5 10 ' 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 1 4 1 9 13 10 27 50 16 7 22 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 116 which represents 73 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 44 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 116 37 2 4 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [10:00-10:15] the average headway between vehicles was 47.368 seconds. During the slowest traffic period, on Apr/25/12 at [13:00-13:15] the average headway between vehicles was 225 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 111.00 degrees F. May/21/12 11:59 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly City View A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Eastbound lane at Reilly © City View in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 102 vehicles passed through the location with a peak volume of 13 on Apr/25/12 at [10:00-10:15] and a minimum volume of 1 on Apr/25/12 at [09:45-10:00]. The AADT count for this study was 612. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 55 - 65 MPH range or lower. The average speed for all classifed vehicles was 54 MPH with 7.84% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 7.84 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 55MPH and the 85th percentile was 62.95 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 1 1 3 1 6 15 28 39 6 0 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 84 which represents 82 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 18 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 84 13 3 0 2 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [10:00-10:15] the average headway between vehicles was 64.286 seconds. During the slowest traffic period, on Apr/25/12 at [09:45-10:00] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 134.00 degrees F. May/21/12 11:52 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly @ City View A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Westbound lane at Reilly c City View in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 92 vehicles passed through the location with a peak volume of 11 on Apr/25/12 at [11:45-12:00] and a minimum volume of 2 on Apr/25/12 at [10:15-10:30]. The AADT count for this study was 552. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 50- 55 MPH range or lower. The average speed for all classifed vehicles was 55 MPH with 22.83% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 22.83 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 50MPH and the 85th percentile was 70.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 1 2 2 5 6 10 26 19 7 9 5 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 69 which represents 75 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 23 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 69 17 3 1 0 1 1 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [11:45-12:00] the average headway between vehicles was 75 seconds. During the slowest traffic period, on Apr/25/12 at [10:15-10:30] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 109.00 degrees F. May/21/12 11:52 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly @ City View A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the East & West lane at Reilly © City View in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/25/12 at 13:30, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume shoaled 194 vehicles passed through the location with a peak volume of 22 on Apr/25/12 at [10:00-10:15] and a minimum volume of 6 on Apr/25/12 at [09:30-09:45]. The AADT count for this study was 1,164. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 55- 65 MPH range or lower. The average speed for all classifed vehicles was 55 MPH with 14.95% vehicles exceeding the posted speed of 55 MPH. The HI-STAR found 14.95 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 55MPH and the 85th percentile was 64.83 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 2 3 5 6 12 25 54 58 13 9 7 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 153 which represents 79 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 41 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 153 30 6 1 2 1 1 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [10:00-10:15] the average headway betwen vehicles was 39.13 seconds. During the slowest traffic period, on Apr/25/12 at [09:30-09:45] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 109.00 degrees F. May/21/12 11:58 ;-;;:,, 1 Reilly Speed Limit Map 1 I- I- a■aasaa•sa■■++gmlIUMssIMINrw+•1 asoassssaraass0111ssrsaassss. 55 RE1kLY PO I ■ I I I I I p I I I IEl. 12 GEP:PD I t rr■ 0.19 075 0 0.15 heirs Reilly Speed Limit Map 2 f/ 5 vli HPD ,d% 'r'anramar�rr!ra�asrlww ',,lrr / j 1 ti ., \ 'f. o 1 . dan 'I , LS EPf . . G = O 1 or�— a w r d lid-r• ` `, ._• u f�. \'\ dS eaarr.rwrm.rumrrmr ra.r a+..w ®... e�rr�ra A . urn E PEEL, PD r - PEFLL, PD (1000 • ca o_ I •/ 2 \ \\\\:\\\ ii• T. ll a� W' \\. el i 0.1E1,075 a 0.15 Blips L Street Location: River Road Range: from: City Limits To: N. Rosewood Posted Speed: 35 MPH 85%Speed measured at the following locations: Eastbound Westbound Near Address 1315: 36.0 39.8 River Lane: 39.2 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi u erintendent Traffic Engineering Department City of Wichita Falls 7/25/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: River Road A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Eastbound lane at River Road in Wichita Falls, TX in Wichita county. The study began on Mar/06/12 at 10:00 and concluded on Mar/06/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 127 vehicles passed through the location with a peak volume of 23 on Mar/06/12 at [12:00-12:15] and a minimum volume of 6 on Mar/06/12 at [11:30-11:451. The AADT count for this study was 1,016. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 7.09% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 36.07 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 2 1 9 92 14 6 2 1 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 113 which represents 89 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Milers in the study was 14 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 113 13 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/06/12 at [12:00-12:15] the average headway between vehicles was 37.5 seconds. During the slowest traffic period, on Mar/06/12 at [11:30-11:45] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 80.00 and 107.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 16:10 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: River Road A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the westbound lane at River Road in Wichita Falls, TX in Wichita county. The study began on Mar/08/12 at 10:00 and concluded on Mar/06/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 114 vehicles passed through the location with a peak volume of 18 on Mar/06/12 at [12:45-13:00] and a minimum volume of 5 on Mar/06/12 at [10:45-11:00]. The AADT count for this study was 912. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 14.91% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.84 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 8 19 39 31 15 ' 0 1 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 99 which represents 87 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 15 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 99 12 0 2 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/08/12 at [12:45-13:00] the average headway between vehicles was 47.368 seconds. During the slowest traffic period, on Mar/06/12 at [10:45-11:00] the average headway between vehicles was 150 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76.00 and 107.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/21/12 16:10 Page: 1 Nu-Metrics Traffic Analyzer Staiy Computer Generated Summary Report City: Wichita Falls Street: Wellington near Rielly A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the Southbound lane at Wellington near Rielly in Wichita Falls, TX in Wichita county. The study began on Apr/25/12 at 09:30 and concluded on Apr/26/12 at 09:30, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 193 vehicles passed through the location with a peak volume of 8 on Apr/25/12 at [16:30-16:45] and a minimum volume of 0 on Apr/25/12 at [12:00-12:15]. The AADT count for this study was 193. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15- 20 MPH range or lower. The average speed for all classifed vehicles was 19 MPH with 0.00% vehicles exceeding the posted speed of 50 MPH. The HI-STAR found 0.00 I::,_ tent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 25.17 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 7 151 1 29 0 1 0 0 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classificatcwi bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classi/itd vehicles. The number of Vans & Pickups in the study was 189 which represents 100 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 0 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 189 0 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/25/12 at [16:30-16:45] the average headway between vehicles was 100 seconds. During the slowest traffic period, on Apr/25/12 at [12:00-12:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 132.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. f.;,'y121/1215:10 .;• 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: River Road A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the eastbound lane at River Road in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 15:00 and concluded on May/22/12 at 09:00, lasting a total of 18.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 243 vehicles passed through the location with a peak volume of 15 on May/21/12 at [17:30-17:45] and a minimum volume of 0 on May/22/12 at [00:00-00:15]. The AADT count for this study was 324. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 98.21% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 39.29 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 0 0 4 217 1 2 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 213 which represents 95 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 11 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 213 10 0 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/21/12 at [17:30-17:45] the average headway between vehicles was 56.25 seconds. During the slowest traffic period, on May/22/12 at [00:00-00:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 115.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/22112 13:45 Page: 1 0 River Road Speed Limit Map yr ‘- N\---, ■M....•5f s■ M1a r a a— r IP •NI Mt4 iNM I■MI la 10 Me M S i r i l a lii No isi am.l dim 10 MOBtRi . 11\...N. tie ■ I ■ ■ ■ 1 AO ■ j IS iu 47 a• , \\\\s,,, ,,,,_ , am'" i #, f r r r r OEEOR 1 4iiif p O LI NCP,N ST l' M. y uI- w C K _h_$IELS'tti3OST P' o a z g y a a c Ci7'— z` GERrRL D ST " O If J � j�� ,0�3750 Q075 Miles Street Location: Seymour Road Range: from: Indian Heights To: Seymour Highway Posted Speed: 35 Recommended Speed: 40 85%Speed measured at the following locations: Eastbound Westbound Indian Heights: 40.4 Lebanon: 42.6 43.6 Colquitt: 44.8 47.8 McGrath: 40.5 41.8 Gloria: 38.8 46.0 McNiel: 39.9 Date: May 9, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`" percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`" percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic ntenden Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:Seymour Rd.@ Indian Heights A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the westbound lane at Seymour Rd. @ Indian Heights in Wichita Falls, TX in Wichita county. The study began on Mar/11/10 at 00:00 and concluded on Mar/12/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 2091 vehicles passed through the location with a peak volume of 77 on Mar/11/10 at [15:30-15:45] and a minimum volume of 0 on Mar/11/10 at[03:00-03:15].The AADT count for this study was 2,091. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 49.66% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.57 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 40.45 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 14 15 48 192 699 646 223 52 16 7 6 2 2 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1866 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 57 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1866 54 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/11/10 at [15:30-15:45] the average headway between vehicles was 11.538 seconds. During the slowest traffic period, on Mar/11/10 at [03:00-03:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 42.00 and 85.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 11:34 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Old Seymour Rd. near Lebanon A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the East lane on Old Seymour Rd. near Lebanon in Wichita Falls, TX in Wichita county. The study began on 07/31/2008 at 01:00 PM and concluded on 08/01/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,469 vehicles passed through the location with a peak volume of 40 on 08/01/2008 at 11:30 AM and a minimum volume of 0 on 08/01/2008 at 01:00 AM. The AADT Count for this study was 1,469. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph. The HI-STAR found 1.31 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.66 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,268 which represents 98.10 percent of the total classified vehicles. The number of Small Trucks in the study was 22 which represents 1.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/01/2008 at 11:30 AM the average headway between the vehicles was 21.95 seconds. The slowest traffic period was on 08/01/2008 at 01:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89 and 152 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Old Seymour Rd. near Lebanon A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the West lane on Old Seymour Rd. near Lebanon in Wichita Falls, TX in Wichita county. The study began on 07/31/2008 at 01:00 PM and concluded on 08/01/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 814 vehicles passed through the location with a peak volume of 44 on 07/31/2008 at 05:15 PM and a minimum volume of 0 on 08/01/2008 at 01:45 AM. The AADT Count for this study was 814. SPEED At least half of the vehicles were traveling in the 35-39 mph range or a lower speed. The average speed for all classified vehicles was 36 mph. The HI-STAR found 3.18 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 43.69 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 400 which represents 97.80 percent of the total classified vehicles. The number of Small Trucks in the study was 8 which represents 2.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/31/2008 at 05:15 PM the average headway between the vehicles was 20.0 seconds. The slowest traffic period was on 08/01/2008 at 01:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89 and 154 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Seymour @ Colquitt A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the eastbound lane at Seymour © Colquitt in Wichita Falls, TX in Wichita county. The study began on Apr/05/12 at 09:00 and concluded on Apr/05/12 at 13:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 239 vehicles passed through the location with a peak volume of 27 on Apr/05/12 at [12:30-12:45] and a minimum volume of 10 on Apr/05/12 at [12:00-12:15]. The AADT count for this study was 1,434. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for ail classifed vehicles was 39 MPH with 35.74% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 1.28 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.80 MPH. < 5 10 15 20 25 30 35 1 40 45 50 r 55 65 1 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 0 5 15 56 74 50 20 3 8 2 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 185 which represents 79 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 50 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 185 48 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/05/12 at [12:30-12:45] the average headway between vehicles was 32.143 seconds. During the slowest traffic period, on Apr/05/12 at [12:00-12:15] the average headway between vehicles was 81.818 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 117.00 degrees F. May/09/12 09:43 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Seymour @ Colquitt A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the westbound lane at Seymour @ Colquitt in Wichita Falls, TX in Wichita county. The study began on Apr/05/12 at 09:00 and concluded on Apr/05/12 at 13:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 276 vehicles passed through the location with a peak volume of 24 on Apr/05/12 at [12:00-12:15] and a minimum volume of 9 on Apr/05/12 at [11:00-11:15]. The AADT count for this study was 1,656. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 41 MPH with 57.45% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.73 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 47.89 MPH. < ' 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 6 4 12 23 72 94 38 14 10 0 2 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 196 which represents 71 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 79 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 196 71 7 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/05/12 at [12:00-12:15] the average headway between vehicles was 36 seconds. During the slowest traffic period, on Apr/05/12 at [11:00-11:15] the average headway between vehicles was 90 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 113.00 degrees F. May/09/12 09:44 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:Seymour Rd.@ McGrath A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Eastbound lane at Seymour Rd. @ McGrath in Wichita Falls, TX in Wichita county. The study began on Mar/11/10 at 00:00 and concluded on Mar/12/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1627 vehicles passed through the location with a peak volume of 51 on Mar/11/10 at [07:30-07:45] and a minimum volume of 0 on Mar/11/10 at[00:00-00:15].The AADT count for this study was 1,627. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 48.78% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.19 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 40.56 MPH. • r • < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 16 24 62 181 449 465 152 36 15 12 7 2 5 3 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1377 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 52 which represents 0 percent of the total classified vehicles. • < 22 40 50 60 P 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1377 47 4 0 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Mar/11/10 at [07:30-07:45] the average headway between vehicles was 17.308 seconds. During the slowest traffic period, on Mar/11/10 at [00:00-00:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 42.00 and 95.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 11:35 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:Seymour Rd.@ McGrath A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the westbound lane at Seymour Rd. @ McGrath in Wichita Falls, TX in Wichita county. The study began on Mar/11/10 at 00:00 and concluded on Mar/12/10 at 00:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1415 vehicles passed through the location with a peak volume of 54 on Mar/11/10 at [15:30-15:45] and a minimum volume of 0 on Mar/11/10 at[01:00-01:15].The AADT count for this study was 1,415. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 52.64% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.55 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 41.83 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > O 9 12 32 132 425 423 167 46 12 10 9 2 4 5 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1247 which represents 97 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 41 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1247 39 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/11/10 at [15:30-15:45] the average headway between vehicles was 16.364 seconds. During the slowest traffic period, on Mar/11/10 at [01:00-01:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 42.00 and 97.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 11:36 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Seymour @ Gloria A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Eastbound lane at Seymour© Gloria in Wichita Falls, TX in Wichita county. The study began on Apr/05/12 at 09:00 and concluded on Apr/05/12 at 13:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 203 vehicles passed through the location with a peak volume of 24 on Apr/05/12 at [12:15-12:30] and a minimum volume of 4 on Apr/05/12 at [11:00-11:15]. The AADT count for this study was 1,218. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 12.89% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 1.03 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.86 MPH. C 5 10 15 20 25 30 35 40 ' 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 11 28 42 63 22 17 3 2 1 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 161 which represents 83 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 33 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 161 25 2 0 2 2 2 0 CHART 2 HEADWAY During the peak traffic period, on Apr/05/12 at [12:15-12:30] the average headway between vehicles was 36 seconds. During the slowest traffic period, on Apr/05/12 at [11:00-11:15] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 99.00 degrees F. May/09/12 09:44 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Seymour Gay Gloria A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the westbound lane at Seymour© Gloria in Wichita Falls, TX in Wichita county. The study began on Apr/05/12 at 09:00 and concluded on Apr/05/12 at 13:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 165 vehicles passed through the location with a peak volume of 24 on Apr/05/12 at [10:45-11:00] and a minimum volume of 4 on Apr/05/12 at [12:30-12:45]. The AADT count for this study was 990. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 26.09% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 3.73 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 46.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 9 8 21 38 40 15 10 6 5 6 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 139 which represents 86 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 22 which represents 0 percent of the total classified vehicles. < T 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 139 19 2 0 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/05/12 at [10:45-11:00] the average headway between vehicles was 36 seconds. During the slowest traffic period, on Apr/05/12 at [12:30-12:45] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 99.00 degrees F. May/09/12 09:44 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ Seymour Rd. A study of vehicle traffic was conducted with HI-STAR unit number 3822. The study was done in the West lane on McNiel @ Seymour Rd. in Wichita Falls, Tx in Wichita county. The study began on 06/04/2007 at 10:00 AM and concluded on 06/05/2007 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 549 vehicles passed through the location with a peak volume of 20 on 06/04/2007 at 05:45 PM and a minimum volume of 0 on 06/05/2007 at 12:30 AM. The AADT Count for this study was 549. SPEED At least half of the vehicles were traveling in the 30-34 mph range or a lower speed. The average speed for all classified vehicles was 33 mph. The HI-STAR found 3.35 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.90 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 469 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 7 which represents 1.50 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 06/04/2007 at 05:45 PM the average headway between the vehicles was 42.86 seconds. The slowest traffic period was on 06/05/2007 at 12:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74 and 125 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Seymour Road Speed Limit Map 2 <\___ \ 4/ , J wwE!I+wi(;1,N eL1+Dr„/° GS •c N. d 5:FE:N.5T '1E4 dbR W Q aJJ cal' ig 4— _` ellEV W Y r Y °S _ f V J '.:TY NOUR RD ue x = x Y a OIlAWAY'TRL ,Le �• J `y" A/ '-•• 4�^ fly: / •� \\51'7i.1 "...t) GP RME 10 f ----L-•- C pi,Eku.:v L f EL R'14R' /S KEI7k Y.A0( Y 65 :- [ r / / ..__{U01ERLrNDAVE en EL 0 - ALLIE'/ I ' X',.;BURY DR / � s .................„......„„..............\\____ ke Ili ay J ALL EY LOLL=aaln rE isLI' A ll EV is 401 404 4 4:M .yam• L � � 'IVRh- ' _,.,.._ o I o_, 8 s t ALL PI c ] BRy<'• T- VNUE re W ALLEY t - t I Cu 0 o } .� 3 z ✓1hfENUER o a a o : •ir.Z'.NAVE - -E'---i ALIEV '�'-�� 4- 1 Seymour Road Speed Limit Map 1 CANYON VIEW CT _ s'--------- IT 1"--.)----- . r i \ .5, ---,,RivsRev:r OD 64-1° 03----., 19-42,- -.V. fi coe,00„, r....,. , , \ •-40; .4v.....p,• Ps;•• -------- \', 0, I.--- i \ ce::::,-----. .... • l Cz. e !::'....-. 04,----A t 1 I 1.,,,,''' c. re --------- % 1 S I • :. -40,-- ' • . k. ..;E • , .j".„..---" P 01 • / \" '-' -•••',._IRCNIEt. 6kt"...4i...e. „_...(1) ) • 1 0 L‹ ce 4 / .. i 2 (7-5 i 9 •,-,' HUDSON AVE ii o 1 X >:. .4 I _,,,4 ..,,- re ., . .,.,..) z GAR,..P VICHAL L OR . f2(/‘- / '. LE,•,C.'TO Pi AVE ° 1 ,,..7\--•—k-------- N'3:• .,-----cc ___er e)\ ,.1,e," • 0 , \qc —111) " T 9 r ,,, , , t_J REVERE J.....1-E I L_____r_____A .. lif i ,,,, \ 9 . ' ',....„.../ .1\r, ,..... Miles 0.075 Street Location: Sheppard Access Range: from: Old Iowa Park To: Spur 325 Posted Speed: 45 85% Speed measured at the following locations: Northbound Southbound Industrial: 50.7 57.6 Roanoke: 52.8 48.8 Airport: 46.5 44.6 Date: May 9, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi intenders Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Sheppard Acc. @ Industrial A study of vehicle traffic was conducted with HI-STAR unit number 3263. The study was done in the Northbound lane at Sheppard Acc. @ Industrial in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:30 and concluded on May/01/12 at 13:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 178 vehicles passed through the location with a peak volume of 24 on May/01/12 at [12:15-12:30] and a minimum volume of 4 on May/01/12 at [11:45-12:00]. The AADT count for this study was 1,424. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 44 MPH with 17.51% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.56 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 50.71 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 2 2 11 26 58 46 28 2 0 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 163 which represents 92 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 14 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 163 13 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:15-12:30] the average headway between vehicles was 36 seconds. During the slowest traffic period, on May/01/12 at [11:45-12:00] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 101.00 and 121.00 degrees F. May/09/12 10:09 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Sheppard Acc. ct�D Industrial A study of vehicle traffic was conducted with HI-STAR unit number 3240. The study was done in the Southbound lane at Sheppard Acc. c Industrial in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:30 and concluded on May/01/12 at 13:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 183 vehicles passed through the location with a peak volume of 23 on May/01/12 at [11:45-12:00] and a minimum volume of 9 on May/01/12 at [13:00-13:15]. The AADT count for this study was 1,464. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 45 MPH with 33.70% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 7.73 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 57.63 MPH. < 5 10 ' 15 20 25 30 35 40 45 50 55 ! 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 2 11 12 18 28 28 21 28 19 1 9 4 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 121 which represents 67 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 60 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 121 56 3 0 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [11:45-12:00] the average headway between vehicles was 37.5 seconds. During the slowest traffic period, on May/01/12 at [13:00-13:15] the average headway between vehicles was 90 seconds. WEATHER The roadway surface temperature over the period of the study varied between 99.00 and 121.00 degrees F. May/09/12 10:08 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Sheppard Acc. §Roanoke A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Northbound lane at Sheppard Acc. © Roanoke in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:30 and concluded on May/01/12 at 13:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 156 vehicles passed through the location with a peak volume of 17 on May/01/12 at [12:15-12:30] and a minimum volume of 8 on May/01/12 at [12:30-12:45]. The AADT count for this study was 1,248. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 21.43% vehicles exceeding the posted speed of 45 MPH, The HI-STAR found 2.60 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 52.81 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 5 6 3 10 27 25 31 14 16 13 0 4 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 126 which represents 82 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 28 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 126 24 2 2 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:15-12:30] the average headway between vehicles was 50 seconds. During the slowest traffic period, on May/01/12 at [12:30-12:45] the average headway between vehicles was 100 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 103.00 degrees F. May/09/12 10:12 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Sheppard Acc. @ Roanoke A study of vehicle traffic was conducted with HI-STAR unit number 3231. The study was done in the Southbound lane at Sheppard Acc. @ Roanoke in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:30 and concluded on May/01/12 at 13:30, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 116 vehicles passed through the location with a peak volume of 15 on May/01/12 at [11:30-11:45] and a minimum volume of 5 on May/01/12 at [12:45-13:00]. The AADT count for this study was 928. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 40 MPH with 12.07% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.86 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 48.89 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 7 10 11 23 33 18 10 3 0 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 95 which represents 82 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tellers in the study was 21 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 180 140 to to to to to to to to 21 39 49 59 69 79 139 > 95 19 0 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [11:30-11:45] the average headway between vehicles was 56.25 seconds. During the slowest traffic period, on May/01/12 at [12:45-13:00] the average headway between vehicles was 150 seconds. WEATHER The roadway surface temperature over the period of the study varied between 99.00 and 121.00 degrees F. May/09/12 10:13 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Sheppard Access @ Airport A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the North lane on Sheppard Access @ Airport in Wichita Falls, Tx in Wichita county. The study began on 02/19/2008 at 01:00 PM and concluded on 02/20/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 12,524 vehicles passed through the location with a peak volume of 447 on 02/20/2008 at 05:00 AM and a minimum volume of 0 on 02/20/2008 at 01:15 AM. The AADT Count for this study was 12,524. SPEED At least half of the vehicles were traveling in the 35- 39 mph range or a lower speed. The average speed for all classified vehicles was 40 mph with 19.0 percent exceeding the posted speed of 45 mph. The HI-STAR found 1.56 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 46.51 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,191 which represents 97.60 percent of the total classified vehicles. The number of Small Trucks in the study was 38 which represents 1.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 15 which represents 0.50 percent of the total classified vehicles. The number of Tractor Trailers in the study was 25 which represents 0.80 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/20/2008 at 05:00 AM the average headway between the vehicles was 2.01 seconds. The slowest traffic period was on 02/20/2008 at 01:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 93 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Sheppard Access @ Airport A study of vehicle traffic was conducted with HI-STAR unit number 3708. The study was done in the South Lft lane on Sheppard Access @ Airport in Wichita Falls, Tx in Wichita county. The study began on 02/19/2008 at 01:00 PM and concluded on 02/20/2008 at 11:30 AM, lasting a total of 22 hours, 30 minutes. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 319 vehicles passed through the location with a peak volume of 12 on 02/19/2008 at 01:00 PM and a minimum volume of 0 on 02/19/2008 at 07:45 PM. The AADT Count for this study was 340. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 37 mph with 13.4 percent exceeding the posted speed of 45 mph. The HI-STAR found 1.03 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 44.66 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 277 which represents 95.20 percent of the total classified vehicles. The number of Small Trucks in the study was 7 which represents 2.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 4 which represents 1.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 3 which represents 1.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 02/19/2008 at 01:00 PM the average headway between the vehicles was 69.23 seconds. The slowest traffic period was on 02/19/2008 at 07:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 85 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Sheppard Access Road Speed Limit Map 1 y.r ,ii,\ . ,- --- \ r Li 4.4 F \ii, p \-1 - -1 't V I iN ‘: \ /4 I \ , :\ 4,-7 ^ ,ski. N. ,16, 0 ,—__________—____„_, (1 ?,a37 \O,p7Y F1I s 40 ', Sheppard Access Road Speed Limit Map 2 \ • # \ ‘# • / h M tr \ \\\ - ‘ • '411%.ii-... 1 \\ * • P Oval OR ' W 1 // NF I /00/401( A 1 •• LOU P1 # • \ * % . GLEIIM-.EH OR -'-A lam. \.fli\,\ . \\ . 0.00933750 0.1 .5 ''les I \. Street Location: Stonelake Range: from: Southwest Parkway To: Rathgeber Road Posted Speed: 35 85% Speed measured at the following locations: Northbound Southbound Rockcreek: 47.2 44.5 Near Southwest Parkway: 31.1 36.6 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 8511 percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Because this roadway segment is primarily residential use and the surrounding area is under development, It Is recommended that the posted speed remain at 35 MPH. This roadway should be re- evaluated as development continues. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi S nntendent Traffic Engineering Department City of Wichita Falls 7/27/2012 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Stonelake near Y A study of vehicle traffic was conducted with HI-STAR unit number 3263. The study was done in the Norhtbound lane at Stonelake near Y in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods.The total recorded volume showed 153 vehicles passed through the location with a peak volume of 24 on Jul/12/12 at [10:15-10:30] and a minimum volume of 9 on Jul/12/12 at [08:45-09:00]. The AADT count for this study was 1,469. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 25 MPH with 6.12%vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 31.11 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 5 3840 37 18 4 2 1 1 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 121 which represents 82 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 26 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 121 25 0 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:15-10:30]the average headway between vehicles was 36 seconds. During the slowest traffic period, on Jul/12/12 at [08:45-09:00] the average headway between vehicles was 90 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 125.00 degrees F. JuU12/1213:33 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Stonelake near Y A study of vehicle traffic was conducted with HI-STAR unit number 3240. The study was done in the Southbound lane at Stonelake near Y in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 227 vehicles passed through the location with a peak volume of 33 on Jul/12/12 at [08:30-08:45] and a minimum volume of 14 on Jul/12/12 at [10:30-10:45]. The AADT count for this study was 2,179. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 19.18% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 36.67 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 4 11 33 76 52 27 9 2 3 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 182 which represents 83 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 37 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 182 34 1 1 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [08:30-08:45] the average headway between vehicles was 26.471 seconds. During the slowest traffic period, on Jul/12/12 at [10:30-10:45] the average headway between vehicles was 60 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 125.00 degrees F. Jul/12/12 13:24 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Stonelake @ Christ Ac. A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Norhbound lane at Stonelake @ Christ Ac. in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 73 vehicles passed through the location with a peak volume of 17 on Mar/07/12 at [12:15-12:30] and a minimum volume of 1 on Mar/07/12 at [11:00-11:15]. The AADT count for this study was 584. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 39.73% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 1.37 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 47.22 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 5 10 14 15 14 9 4 1 1 0 0- CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 60 which represents 82 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 13 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 60 12 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:15-12:30] the average headway between vehicles was 50 seconds. During the slowest traffic period, on Mar/07/12 at [11:00-11:15] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 80.00 degrees F. ,u May/21/12 08:37 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Stonelake @ Christ Ac. A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Southbound lane at Stonelake © Christ Ac. in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 107 vehicles passed through the location with a peak volume of 12 on Mar/07/12 at [12:15-12:30] and a minimum volume of 4 on Mar/07/12 at [10:30-10:45]. The AADT count for this study was 856. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 23.81% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 2.86 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 0 8 20 24 25 10 5 3 4 1 3 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 89 which represents 85 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 16 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 89 13 1 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:15-12:30] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on Mar/07/12 at [10:30-10:45] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 78.00 degrees F. May/21/12 08:36 Page: 1 Stone Lake Speed Limit Map . 17-1---11:77. ' salt l' _ • _y`"`_,_ 'ter. 05 I \ o u N. 0 k W 1 1 :' 7 1'1YC�70Rf1GE 0P //�,��- \ ;AffiA L L rEE1 DP \\/ PIcz E 'L11 I IL .1d.:'..f I 0 I 'I 'KPA TUG ESEPPO 40 r r••r rf" wrr�rriwr�ra rrr=s S J a- f M O ■ f 0.0LRJ3750 0.075 Miles 0 \ Street Location: Taft Range: from: Hampstead To: Kell Posted Speed: 35 85% Speed measured at the following locations: Northbound Southbound Martin: 39.8 41.2 Berkeley: 40.2 42.3 Date: August 6, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. The 30 MPH speed limit is recommended due to the high number of pedestrian crossings along this section of Taft. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Superintendent Traffic Engineering Department City of Wichita Falls 08/06/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Martin A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the northbound lane at Taft Martin in Wichita Falls, TX in Wichita county. The study began on Apr/04/12 at 12:30 and concluded on Apr/04/12 at 15:15, lasting a total of 2.75 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1061 vehicles passed through the location with a peak volume of 111 on Apr/04/12 at [14:00-14:15] and a minimum volume of 81 on Apr/04/12 at [15:00-15:15]. The AADT count for this study was 9,260. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 14.68% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.19 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.89 MPH. < f 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 5 147 217 354 178 38 99 13 3 0 2 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1021 which represents 97 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 35 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 1021 31 3 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/04/12 at [14:00-14:15] the average headway between vehicles was 8.036 seconds. During the slowest traffic period, on Apr/04/12 at [15:00-15:15] the average headway between vehicles was 10.976 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 103.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. May/09/12 10:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Martin A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the southbound lane at Taft @ Martin in Wichita Falls, TX in Wichita county. The study began on Apr/04/12 at 12:30 and concluded on Apr/04/12 at 15:15, lasting a total of 2.75 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1055 vehicles passed through the location with a peak volume of 108 on Apr/04/12 at [13:00-13:15] and a minimum volume of 80 on Apr/04/12 at [14:15-14:30]. The AADT count for this study was 9,207. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 18.24% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.76 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 41.28 MPH. < 5 10 ' 15 ' 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 5 14 19 78 308 431 129 30 18 6 7 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 901 which represents 86 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 146 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 901 135 8 1 0 2 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/04/12 at [13:00-13:15] the average headway between vehicles was 8.257 seconds. During the slowest traffic period, on Apr/04/12 at [14:15-14:30] the average headway between vehicles was 11.111 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 107.00 degrees F. May/09/12 10:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Berkeley A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Northbound lane at Taft Berkeley in Wichita Falls, TX in Wichita county. The study began on Apr/04/12 at 12:30 and concluded on Apr/04/12 at 15:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1036 vehicles passed through the location with a peak volume of 118 on Apr/04/12 at [14:15-14:30] and a minimum volume of 86 on Apr/04/12 at [14:30-14:45]. The AADT count for this study was 9,946. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 15.54% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.49 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 40.22 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 6 19 47 134 350 307 113 20 13 8 4 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 934 which represents 91 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 89 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 934 81 5 2 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Apr/04/12 at [14:15-14:30] the average headway between vehicles was 7.563 seconds. During the slowest traffic period, on Apr/04/12 at [14:30-14:45] the average headway between vehicles was 10.345 seconds. WEATHER The roadway surface temperature over the period of the study varied between 91.00 and 97.00 degrees F. May/09/12 10:25 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft Berkeley A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the southbound lane at Taft © Berkeley in Wichita Falls, TX in Wichita county. The study began on Apr/04/12 at 12:30 and concluded on Apr/04/12 at 15:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 985 vehicles passed through the location with a peak volume of 119 on Apr/04/12 at [13:00-13:15] and a minimum volume of 79 on Apr/04/12 at [14:15-14:30]. The AADT count for this study was 9,456. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 22.67% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.41 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.33 MPH. < ' 5 10 15 20 25 ' 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 3 8 24 64 269 385 159 36 14 8 2 2 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 809 which represents 83 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 166 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 ! 80 140 1 to to to to to to to to 21 39 49 59 69 79 139 > 809 158 4 1 2 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/04/12 at [13:00-13:15] the average headway between vehicles was 7.5 seconds. During the slowest traffic period, on Apr/04/12 at [14:15-14:30] the average headway between vehicles was 11.25 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 107.00 degrees F. May/09/12 10:25 Page: 1 Taft Speed Limit Map 2 / / i L.Eli IA j_ I i '---,, 7 >"----^7/1 ii_j I; / Ell UE I 1,..7. . _ _L L.,EL L .....--`-' .. — ilm.- --,_.------.. - .• I WO Fkla ChIll.!..7.irt &Lib. t, ,,,,.....-.„ - r ,...- ...-- '10.- , -._L,., - . ," . , -.1 , I _ ,,,,,,,,-,----;" ------- er„......---- _ ..._. LI L.; '''''‘ •. = 'it.. ...Li:. r 111 :?.... Li---------. . <K,..L..... 1 L... _ ‘......, ... g:,! I . ,.. I , ----1-LLEf „... --------.) 1"------------ 1 , / ,/,' L____ii _ _ _ _„ ,_-- _... . 2 1 c400)71.... ,... ,_ ._ II la; TEA a 1.11 (1 Pce/— • --:i: , —71-----*".- ,. I __ ' ' / •\--- .. ''' "11111111110ii_ , a 0,...B315o o. 5 Milts _. ,...., 1•• E. •• • 4,i; Taft Speed Limit Map 2 .4,4 •. ; 1 �,; 1JH utt d iie ' � - AVENUEt' 44 _ o Auev �P fa/ _r VICTORY AVE s r; _CA ME LOT DR -4 o r5 J jai r 444F �� Ill14.1 r,l �X l41ENUE 0 � 2 f — Dom: w , -. P+i ji" r t Ix r, :_:_ _ c I �� �: va! .,0 `•...., ALI�.�'`R� 5- f .'„ Y P510NDALE ST .� - �-ti h �f i r . ___,_..,. BERKELEY DR PRIVATE O C0.4dBRI DG E PV E ,a'7 J!CKST Jt30kpli. ? \ CO r•, ! I�asr j DA Rrid011TH:;T FALL �' �t ��-- .: PIED►IONT Pl ;, .fJj +m ELL'NGHA►I OR W 9u 7 > a o wAFiRELL ST ={. IIT 8 — FA,RUIOTON RD J}' W }y U I- 1 . CO W /Af� d la RTDI ST I `Z f Ir D (ter o - 1 KA I STEAD IN 1 7" ,.----__ 15, ALL � C I . -1CADC�O TRL a, o 1 K 9� � Ike DIG Pi Arik, 52 9k 8 JUNIPER IN 0.071BD37S0 lt,=ITS rides A:+�IIv HE TRL �� Street Location: Taft Range: from: Southwest Parkway To: Midwestern Parkway Recommended Speed: 40 MPH Current Posted Speed: 35 mph from Southwest Parkway to Antigua; 40 mph from Antigua to Lou; 30 mph from Lou to Midwestern Parkway. 85% Speed measured at the following locations: Northbound Southbound Near Sonic: 39.4 38.0 Weeks Park Access: 42.5 42.7 Clayton: 47.7 42.8 Date: July 25, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Su ri t dent Traffic Engineering Department City of Wichita Falls 7/25/2012 J. Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft near Sonic A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the northbound lane at Taft near Sonic in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 219 vehicles passed through the location with a peak volume of 38 on Jul/12/12 at [09:45-10:00] and a minimum volume of 11 on Jul/12/12 at [09:00-09:15]. The AADT count for this study was 2,102. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 13.08% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.49 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 00 3 12 13 35 74 49 18 5 4 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 186 which represents 87 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 28 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 ' 140 to to to to to to to to 21 39 49 59 69 79 139 > 186 27 0 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [09:45-10:00] the average headway between vehicles was 23.077 seconds. During the slowest traffic period, on Jul/12/12 at [09:00-09:15] the average headway between vehicles was 75 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 125.00 degrees F. Jul/12/12 13:58 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft near Sonic A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Southbound lane at Taft near Sonic in Wichita Falls, TX in Wichita county. The study began on Jul/12/12 at 08:30 and concluded on Jul/12/12 at 11:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 262 vehicles passed through the location with a peak volume of 36 on Jul/12/12 at [10:30-10:45] and a minimum volume of 19 on Jul/12/12 at [08:30-08:45]. The AADT count for this study was 2,515. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 8.53% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.02 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 10 36 63 83 43 14 3 4 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 247 which represents 96 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 11 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 247 11 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Jul/12/12 at [10:30-10:45] the average headway between vehicles was 24.324 seconds. During the slowest traffic period, on Jul/12/12 at [08:30-08:45] the average headway between vehicles was 45 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87.00 and 105.00 degrees F. Jul/12/12 13:58 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Weeks A study of vehicle traffic was conducted with HI-STAR unit number 3829. The study was done in the North lane on Taft @ Weeks in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,828 vehicles passed through the location with a peak volume of 194 on 01/26/2006 at 07:45 AM and a minimum volume of 1 on 01/26/2006 at 02:30 AM. The AADT Count for this study was 4,828. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 36 mph. The HI-STAR found 0.52 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.53 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,619 which represents 99.20 percent of the total classified vehicles. The number of Small Trucks in the study was 32 which represents 0.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/26/2006 at 07:45 AM the average headway between the vehicles was 4.62 seconds. The slowest traffic period was on 01/26/2006 at 02:30 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 47 and 78 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Weeks A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the South lane on Taft @ Weeks in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,790 vehicles passed through the location with a peak volume of 129 on 01/25/2006 at 05:00 PM and a minimum volume of 1 on 01/26/2006 at 03:30 AM. The AADT Count for this study was 4,790. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 36 mph. The HI-STAR found 0.81 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.79 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,431 which represents 99.20 percent of the total classified vehicles. The number of Small Trucks in the study was 27 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2006 at 05:00 PM the average headway between the vehicles was 6.92 seconds. The slowest traffic period was on 01/26/2006 at 03:30 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48 and 81 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Clayton A study of vehicle traffic was conducted with HI-STAR unit number 3838. The study was done in the North lane on Taft @ Clayton in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 5,311 vehicles passed through the location with a peak volume of 223 on 01/26/2006 at 07:45 AM and a minimum volume of 0 on 01/26/2006 at 02:30 AM. The AADT Count for this study was 5,311. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 40 mph with 54.2 percent exceeding the posted speed of 40 mph. The HI-STAR found 2.62 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 47.72 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 5,117 which represents 99.30 percent of the total classified vehicles. The number of Small Trucks in the study was 27 which represents 0.50 percent of the total classified vehicles. The number of Trucks/Buses in the study was 6 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/26/2006 at 07:45 AM the average headway between the vehicles was 4.02 seconds. The slowest traffic period was on 01/26/2006 at 02:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 47 and 80 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Clayton A study of vehicle traffic was conducted with HI-STAR unit number 3822. The study was done in the South lane on Taft @ Clayton in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 4,919 vehicles passed through the location with a peak volume of 147 on 01/25/2006 at 04:00 PM and a minimum volume of 0 on 01/26/2006 at 03:30 AM. The AADT Count for this study was 4,919. SPEED At least half of the vehicles were traveling in the 35- 39 mph range or a lower speed. The average speed for all classified vehicles was 36 mph with 26.4 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.74 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.82 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 4,679 which represents 99.00 percent of the total classified vehicles. The number of Small Trucks in the study was 33 which represents 0.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 7 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 6 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2006 at 04:00 PM the average headway between the vehicles was 6.08 seconds. The slowest traffic period was on 01/26/2006 at 03:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48 and 84 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Taft Speed Limit Map 1 MIDWESTERN I>KWY [ / \ u ce .:( a, gr — _ o , 2 _ .• . , tu ci t-EArt-zP D N 1 LOU LN //". .----0 1 , h i V i CLAYTON LN •• i54 / 1 - 0>. rl.r or,.....v , 6stovik, P MIC-TON ST ''.\-'"---- 5 I 11 RL MGT°N ST •St 1q6...j.. 6; I / el 1 RRYAN G_EN SI -... o .! II "" i I : ST JOHN:7 .13 10_ -"Ir...0*/ e Li I ---1— Rs9:-- to i re 1 Si------. ----/ P.--;^.• ,[. •. NI "N,,:.„...,,,, _...../://,/ .• 716'--------7--.---.49 i"wea r mry? _., _ NE0--6-R-c;AL D.R—'.'.'3- -N \*k..' .'• / • P -' —' i. ____ -•( 1- - - - 0, TC03750 -., n•I \+ 075 !Attu__ Street Location: Turtle Creek Range: from: Fairway To: Anchor Road Posted Speed: 45 Recommended Speed 45 85% Speed measured at the following locations: Northbound Southbound Near Canyon Bluff: 54.3 52.8 Date: July 26, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`" percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section+-n of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic er endent Traffic Engineering Department City of Wichita Falls 07/26/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Turtlecreek A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Northbound lane at Turtlecreek in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 359 vehicles passed through the location with a peak volume of 28 on Mar/01/12 at [17:30-17:45] and a minimum volume of 11 on Mar/01/12 at [16:45-17:00].The AADT count for this study was 1,723. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 27.89% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 3.10 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 54.33 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 0 2 6 23 51 90 82 52 36 7 2 2 CHART CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 326 which represents 92 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 29 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 I to to to to to to to to 21 39 49 59 69 79 139 > 326 29 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [17:30-17:45] the average headway between vehicles was 31.034 seconds. During the slowest traffic period, on Mar/01/12 at [16:45-17:00] the average headway between vehicles was 75 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 93.00 degrees F. May/09/12 10:53 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Turtlecreek A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Southbound lane at Turtlecreek in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 214 vehicles passed through the location with a peak volume of 17 on Mar/01/12 at [17:45-18:00] and a minimum volume of 3 on Mar/01/12 at [19:30-19:45]. The AADT count for this study was 1,027. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 23.36% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.40 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 52.83 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 1 2 9 34 60 58 30 17 2 0 1 CHART I CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 184 which represents 86 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 30 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 184 27 1 2 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [17:45-18:00] the average headway between vehicles was 50 seconds. During the slowest traffic period, on Mar/01/12 at [19:30-19:45] the average headway between vehicles was 225 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 103.00 degrees F. May/09/12 10:53 Page: 1 Turtle Creek Speed Zone Map 1:1]) a I( I •ct eit) 'r• l • a 0 lel'3 — 40117 '14141 [3\ 111 Street Location: Wellington Range: from: US 287 To: Kiel Posted Speed: 45 MPH Recommended Speed: 50 MPH 85% Speed measured at the following locations: Northbound Southbound Near Address 3560: 55.0 53.4 Date: May 22, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to light traffic volumes, a sufficient data sample could not be obtained to accurately calculate the 85%speeds on this segment of Wellington. As a result, the "Trial Run Method" was utilized to make the final determination for the recommended speed. The TXDOT form 1929 is attached. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. /// Traffid`Superintende�r t--- Traffic Engineering Department City of Wichita Falls 8/6/2012 1 OP'" 'Taxa. s of Tronaponaeon Form 1929(rev. 3/21/2005) Summary of Trial Run for Speed Zones Date: 7/25/2012 Driver(s): Mark Beauchamp Time: (from) 14:15 (to) 15:25 Weather: Clear/ Hot iu Surface Type:Asphalt Surface Condition: ❑Wet or®Dry/❑Smooth or®Rough Limits R=Reference Marker Speed County Highway/ ST=Station Length (City if applicable) Control Section MP Milepost (miles) (miles per ( h — PP ) Po hour) Begin End Wichita Falls,Wichita Wellington Reilly US 287 1.95 50 II CO. Instructions: • List counties(cities) in alphabetical order. • Order highways as follows: I. Interstate Highways 2. US Highways 3. State Highways 4. FM/RM Roads • Show lengths up to 3 decimal places. Page 1 of 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Wellington @ Kiel A study of vehicle traffic was conducted with HI-STAR unit number 3231. The study was done in the Northbound lane at Wellington @ Kiel in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 16:30 and concluded on May/22/12 at 09:30, lasting a total of 17.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 124 vehicles passed through the location with a peak volume of 8 on May/22/12 at [08:45-09:00] and a minimum volume of 0 on May/21/12 at [19:45-20:00]. The AADT count for this study was 175. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45- 50 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 30.51% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.69 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 55.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 1 1 3 9 12 23 31 18 16 1 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 95 which represents 81 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 23 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 95 21 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/22/12 at [08:45-09:00] the average headway between vehicles was 100 seconds. During the slowest traffic period, on May/21/12 at [19:45-20:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 74.00 and 115.00 degrees F. May/22/12 15:19 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Wellington Kiel A study of vehicle traffic was conducted with HI-STAR unit number 3248. The study was done in the Southbound lane at Wellington @ Kiel in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 16:30 and concluded on May/22/12 at 09:30, lasting a total of 17.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 89 vehicles passed through the location with a peak volume of 6 on May/21/12 at [16:30-16:45] and a minimum volume of 0 on May/21/12 at [21:00-21:15]. The AADT count for this study was 126. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 44 MPH with 26.19% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 53.46 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 3 1 10 11 20 16 13 9 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 78 which represents 93 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 6 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 78 6 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/21/12 at [16:30-16:45] the average headway between vehicles was 128.571 seconds. During the slowest traffic period, on May/21/12 at [21:00-21:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 117.00 degrees F. May/22/12 15:19 Page: 1 • Wellington Road Speed Limit Map 2 I ILL 1.2 - R 4:. • O.Ormr.37.50 0.075 Kitts IN=11111C11=11•111 Street Location: Wellington Range: from: Kiel To: Reilly Posted Speed: 50 MPH 85% Speed measured at the following locations: Combined North and South Bound Near Address 3976: 59.0 Date: May 22, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to light traffic volumes, a sufficient data sample could not be obtained to accurately calculate the 85%speeds on this segment of Wellington. As a result, the "Trial Run Method" was utilized to make the final determination for the recommended speed. The TXDOT form 1929 is attached. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic p rintendent Traffic Engineering Department City of Wichita Falls 7/27/2012 1 F- Formfit 1929(rev.3/21/2005) Summary of Trial Run for Speed Zones Date: 7/25/2012 Driver(s): Mark Beauchamp Time: (from) 14:15 (to) 15:25 Weather: Clear/ Hot Surface Type:Asphalt Surface Condition: ❑Wet or®Dry/ ❑Smooth or®Rough Limits R=Reference Marker Speed County Highway/ ST=Station Length (miles per (City—if applicable) Control Section MP=Milepost (miles) hour) Begin End Wichita FalLs, Wichita Wellington Reilly US 287 1.95 50 CO. r- Instructions: • List counties(cities) in alphabetical order. • Order highways as follows: 1. Interstate Highways 2. US Highways 3.State Highways 4. FM/RM Roads • Show lengths up to 3 decimal places. Page 1 of 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Wellington @ Reilly A study of vehicle traffic was conducted with HI-STAR unit number 3265. The study was done in the North and South lane at Wellington @ Reilly in Wichita Falls, TX in Wichita county. The study began on May/21/12 at 16:30 and concluded on May/22/12 at 09:30, lasting a total of 17.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 163 vehicles passed through the location with a peak volume of 12 on May/21/12 at [16:45-17:00] and a minimum volume of 0 on May/21/12 at [21:00-21:15]. The AADT count for this study was 230. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 45 - 50 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 20.69% vehicles exceeding the posted speed of 50 MPH. The HI-STAR found 6.90 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 45MPH and the 85th percentile was 59.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 1 1 4 6 4 1 7 17 21 27 26 20 3 3 4 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 123 which represents 85 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 22 which represents 0 percent of the total classified vehicles. ' 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 123 21 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/21/12 at [16:45-17:00] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on May/21/12 at [21:00-21:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 117.00 degrees F. May/22/12 13:47 Page: 1 Wellington Road Speed Limit Map 1 5 0 Ott"-3750 0.0"S M=M= Street Location: Windthorst Range: from: East Scott To: Hatton Posted Speed: 45 85% Speed measured at the following locations: Northbound Southbound Near Bryan: 49.9 45.7 Bandera: 43.8 44.8 Santa Barbra: 52.7 52.0 Hatton: 53.7 51.7 Date: May 21, 2012 CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`b percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 851h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. Due to the condition of the roadway along with the moderate traffic volumes, it is recommended that the posted speed remain 45 MPH on the southern section of Windthorst Road. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S ntendent Traffic Engineering Department City of Wichita Falls 01/24/2012 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Windthorst near Bryan A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the North lane on Windthorst near Bryan in Wichita Falls, Tx in Wichita county. The study began on 01/26/2006 at 01:30 PM and concluded on 01/27/2006 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,620 vehicles passed through the location with a peak volume of 45 on 01/26/2006 at 03:30 PM and a minimum volume of 1 on 01/27/2006 at 01:15 AM. The AADT Count for this study was 1,620. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. Chart 1 0 10 15 ' 20 25 I 30 ' 35 40 45 50 55 60 65 I 70 75 to to to to to to to to to to to to to to > 9 14 19 24 29 34 39 44 49 54 59 64 , 69 74 0 5 5 10 r 35 183 380 421 299 142 48 26 11 1 I 2 At least half of the vehicles were traveling in the 40 -44 mph range or a lower speed. The average speed for all classified vehicles was 42 mph with 84.8 percent exceeding the posted speed of 35 mph. The HI-STAR found 5.61 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 49.91 mph. CLASSIFICATION Chart 2 lists the values of the eight classification bins and the total traffic volume accumulated for each bin. Chart 2 0 21 28 40 50 ' 60 I 70 80 to to to to to to to 20 27 39 49 59 69 79 1468 56 20 9 5 6 2 2 Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,524 which represents 97.20 percent of the total classified vehicles. The number of Small Trucks in the study was 20 which represents 1.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 9 which represents 0.60 percent of the total classified vehicles. The number of Tractor Trailers in the study was 15 which represents 1.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/26/2006 at 03:30 PM the average headway between the vehicles was 19.57 seconds. The slowest traffic period was on 01/27/2006 at 01:15 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 44 and 78 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 05/21/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Windthorst near Bryan A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the South lane on Windthorst near Bryan in Wichita Falls, Tx in Wichita county. The study began on 01/26/2006 at 01:30 PM and concluded on 01/27/2006 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,764 vehicles passed through the location with a peak volume of 47 on 01/26/2006 at 05:15 PM and a minimum volume of 1 on 01/27/2006 at 12:15 AM. The AADT Count for this study was 1,764. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. Chart 1 _ 0 ' 10 ' 15 20 25 30 ' 35 ' 40 ' 45 ' 50 55 60 65 70 75 to to to to to to to to to to to to to to > 9 14 19 24 29 34 39 44 49 54 59 64 69 74 0 6 11 16 r 47 274 534 481 202 59 12 2 3 1 0 At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 39 mph with 78.5 percent exceeding the posted speed of 35 mph. The HI-STAR found 1.09 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 45.79 mph. CLASSIFICATION Chart 2 lists the values of the eight classification bins and the total traffic volume accumulated for each bin. Chart 2 0 21 I 28 40 50 60 70 80 to to to to to to to 20 1 27 39 49 I 59 69 79 1516 73 32 9 11 5 2 0 Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,589 which represents 96.40 percent of the total classified vehicles. The number of Small Trucks in the study was 32 which represents 1.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 9 which represents 0.50 percent of the total classified vehicles. The number of Tractor Trailers in the study was 18 which represents 1.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/26/2006 at 05:15 PM the average headway between the vehicles was 18.75 seconds. The slowest traffic period was on 01/27/2006 at 12:15 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 44 and 77 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 05/21/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Wind Rd (Cross-Sec @ Bandera) A study of vehicle traffic was conducted with HI-STAR unit number 3822. The study was done in the North Lft lane on Wind Rd (Cross-Sec @ Bandera) in Wichita Falls, Tx in Wichita county. The study began on 01/30/2006 at 01:00 PM and concluded on 01/31/2006 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,092 vehicles passed through the location with a peak volume of 29 on 01/30/2006 at 03:30 PM and a minimum volume of 0 on 01/31/2006 at 02:15 AM. The AADT Count for this study was 1,092. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. Chart 1 0 10 15 20 25 30 35 ` 40 45 50 i 55 I 60 65 I 70 75 to to to to to to to to to to to to to to > 9 14 19 24 29 34 39 44 49 54 59 64 69 74 ' 0 3 17 55 57 220 367 234 74 16 6 3 4 1 3 At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 37 mph with 66.7 percent exceeding the posted speed of 35 mph. The HI-STAR found 1.60 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 43.89 mph. CLASSIFICATION Chart 2 lists the values of the eight classification bins and the total traffic volume accumulated for each bin. Chart 2 0 21 28 40 I 50 60 70 80 to to to to to to to 20 27 39 49 59 69 79 1005 19 19 6 7 4 0 0 Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,024 which represents 96.60 percent of the total classified vehicles. The number of Small Trucks in the study was 19 which represents 1.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 6 which represents 0.60 percent of the total classified vehicles. The number of Tractor Trailers in the study was 11 which represents 1.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/30/2006 at 03:30 PM the average headway between the vehicles was 30.0 seconds. The slowest traffic period was on 01/31/2006 at 02:15 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 42 and 85 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 05/21/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Wind Rd (Cross-Sec @ Bandera) A study of vehicle traffic was conducted with HI-STAR unit number 6351. The study was done in the South Lft lane on Wind Rd (Cross-Sec @ Bandera) in Wichita Falls, Tx in Wichita county. The study began on 01/26/2006 at 01:30 PM and concluded on 01/27/2006 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,049 vehicles passed through the location with a peak volume of 32 on 01/26/2006 at 01:30 PM and a minimum volume of 0 on 01/27/2006 at 01:00 AM. The AADT Count for this study was 1,049. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. Chart 1 0 10 15 20 25 I 30 35 40 45 50 55 60 I 65 ` 70 75 to to to to to to to to to to to to , to to > 9 14 19 24 29 34 39 44 49 54 59 64 69 74 0 I 2 8 19 85 177 320 233 93 34 5 2 5 1 1 1 At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 38 mph with 70.4 percent exceeding the posted speed of 35 mph. The HI-STAR found 1.42 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 44.86 mph. CLASSIFICATION Chart 2 lists the values of the eight classification bins and the total traffic volume accumulated for each bin. Chart 2 0 21 28 40 50 60 70 I 80 to to to to to to to > 20 27 39 49 59 69 79 843 105 , 18 6 7 5 0 1 Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 948 which represents 96.20 percent of the total classified vehicles. The number of Small Trucks in the study was 18 which represents 1.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 6 which represents 0.60 percent of the total classified vehicles. The number of Tractor Trailers in the study was 13 which represents 1.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/26/2006 at 01:30 PM the average headway between the vehicles was 27.27 seconds. The slowest traffic period was on 01/27/2006 at 01:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 44 and 76 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 05/21/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Windthorst near Santa Barbara A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the northbound lane at Windthorst near Santa Barbara in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 85 vehicles passed through the location with a peak volume of 14 on May/01/12 at [12:00-12:15] and a minimum volume of 4 on May/01/12 at [12:45-13:00]. The AADT count for this study was 680. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 22.89% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.20 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 52.73 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 4 13 8 5 8 14 11 11 7 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 67 which represents 81 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 16 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 67 13 2 0 0 1 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:00-12:15] the average headway between vehicles was 60 seconds. During the slowest traffic period, on May/01/12 at [12:45-13:00] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87.00 and 101.00 degrees F. May/21/12 09:00 Pi: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Windthorst near Santa Barbara A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Southbound lane at Windthorst near Santa Barbara in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 199 vehicles passed through the location with a peak volume of 27 on May/01/12 at [12:15-12:30] and a minimum volume of 9 on May/01/12 at [11:00-11:15]. The AADT count for this study was 1,592. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 43 MPH with 18.78% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.02 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 52.06 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 0 4 10 18 31 52 43 17 18 0 2 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 149 which represents 76 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 48 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 149 45 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:15-12:30] the average headway between vehicles was 32.143 seconds. During the slowest traffic period, on May/01/12 at [11:00-11:15] the average headway between vehicles was 90 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 117.00 degrees F. May/21/12 08:59 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Windthorst near Hatton A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Northbound lane at Windthorst near Hatton in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 61 vehicles passed through the location with a peak volume of 9 on May/01/12 at [12:00-12:15] and a minimum volume of 0 on May/01/12 at [10:45-11:00]. The AADT count for this study was 488. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40- 45 MPH range or lower. The average speed for all classifed vehicles was 46 MPH with 25.42% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 8.47 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 53.75 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 1 0 6 7 15 14 8 2 1 3 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 49 which represents 83 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 10 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 49 8 1 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [12:00-12:15] the average headway between vehicles was 90 seconds. During the slowest traffic period, on May/01/12 at [10:45-11:00]the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85.00 and 99.00 degrees F. May/21/12 08:59 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Windthorst near Hatton A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Southbound lane at Windthorst near Hatton in Wichita Falls, TX in Wichita county. The study began on May/01/12 at 10:00 and concluded on May/01/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 182 vehicles passed through the location with a peak volume of 23 on May/01/12 at [10:45-11:00] and a minimum volume of 9 on May/01/12 at [12:00-12:15]. The AADT count for this study was 1,456. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 40 - 45 MPH range or lower. The average speed for all classifed vehicles was 43 MPH with 17.98% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 2.25 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 40MPH and the 85th percentile was 51.79 MPH. 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 2 1 6 14 34 53 34 14 14 2 2 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 146 which represents 82 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 32 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 146 25 5 2 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on May/01/12 at [10:45-11:00] the average headway between vehicles was 37.5 seconds. During the slowest traffic period, on May/01/12 at [12:00-12:15] the average hc=R:dway between vehicles was 90 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85.00 and 99.00 degrees F. May/21/12 08:59 Page: 1 Windthorst Road Speed Zone Map 1 ,ALI1D PD 11 L. E 3 I E E 7 7 I EL;• y ) - ru 'Tc IF ER CEIITP4L woic-rmorci IE.IT 0.0=03750 Q.075 FAIL Windthorst Road Speed Zone Map 2 O PICS+1T IDEAS CilitijiRTER SC .r�rs�ssssrs■�as PPI. • a • r ✓ ■ r - pa I ■ ■ Engineering and Traffic Investigations (school speed zones) Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Alamo Elementary School March 29, 2012 Street: 11th School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Denver Location 2: Harrison Active time 1: 7:15am-8:45am Active time 2: 3:15pm-4:00pm 85%Speed Eastbound: 30.24 mph 85%speed Westbound: 28.62 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic per end r---- Traffic E gineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:11th @ Alamo School A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Eastbound lane at 11th @ Alamo School in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 10:00 and concluded on Feb/23/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 617 vehicles passed through the location with a peak volume of 20 on Feb/22/12 at [12:00-12:15] and a minimum volume of 0 on Feb/22/12 at[22:45-23:00].The AADT count for this study was 617. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 25 MPH with 5.43% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.66 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 30.24 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > O 40 76 213 184 62 16 6 4 2 1 2 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 561 which represents 92 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 47 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 561 45 0 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/22/12 at [12:00-12:15] the average headway between vehicles was 42.857 seconds. During the slowest traffic period, on Feb/22/12 at [22:45-23:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 54.00 and 101.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Mar/29/12 15'15 Page. 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: 11th @ Alamo School A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the Westbound lane at 11th @ Alamo School in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 10:00 and concluded on Feb/23/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 752 vehicles passed through the location with a peak volume of 37 on Feb/22/12 at [15:30-15:45] and a minimum volume of 0 on Feb/22/12 at[23:15-23:30].The AADT count for this study was 752. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15- 20 MPH range or lower. The average speed for all classifed vehicles was 22 MPH with 5.43% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.68 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 28.62 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 127 224 199 105 42 18 8 4 3 2 1 0 1 3 CHART.) CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 691 which represents 94 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 46 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 691 43 2 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/22/12 at [15:30-15:45] the average headway between vehicles was 23.684 seconds. During the slowest traffic period, on Feb/22/12 at [23:15-23:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 54.00 and 99.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Mar/29/12 15:14 Page: 1 Alamo School Speed Zone Map 1___ ® r rr a . & ... . es W W W J O L. d'L..q. 7 tl a TH::r -- q r r =LLEY dIZI d -_— d _ Clhz I - , 1 0.018079D aols t Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Alamo Elementary School August 6, 2012 Street: VanBuren School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: 236 feet south of 11th Active time 1: 7:15am-8:45am Active time 2: 3:15pm-4:00pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. r Tc S nten Traffic Engineering Department City of Wichita Falls Alamo School Speed Zone Map pa, _Il IITH`.T r. �LLE i O.O115079D 0.015 Mies a Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Christ Academy Elementary School April 3, 2012 Street: Stonelake School Zone Control: Signs Speed Limit when active: 20 mph Normal Speed Limit: 35 mph Location 1: Bartley Location 2: Near Rockcreek Active time 1: 7:30 am to 8:15 am Active time 2: 2:45 to 4:00pm 85%Speed Northbound: 47.22 mph 85%speed Westbound: 44.5 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. li This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered induding narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic p in endent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:Stonelake @ Christ Ac. A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Southbound lane at Stonelake @ Christ Ac. in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 107 vehicles passed through the location with a peak volume of 12 on Mar/07/12 at [12:15-12:30] and a minimum volume of 4 on Mar/07/12 at[10:30-10:45].The AADT count for this study was 856. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 9.52% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 2.86 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.50 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 0 8 20 24 25 10 5 3 4 3 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 89 which represents 85 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 16 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 89 13 1 1 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:15-12:30] the average headway between vehicles was 69.231 seconds. During the slowest traffic period, on Mar/07/12 at [10:30-10:45] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 78.00 degrees F. Apr/03/12 15.19 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Stonelake @ Christ Ac. A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the Norhbound lane at Stonelake @ Christ Ac. in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 73 vehicles passed through the location with a peak volume of 17 on Mar/07/12 at [12:15-12:30] and a minimum volume of 1 on Mar/07/12 at[11:00-11:15].The AADT count for this study was 584. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35 - 40 MPH range or lower. The average speed for all classifed vehicles was 38 MPH with 8.22% vehicles exceeding the posted speed of 45 MPH. The HI-STAR found 1.37 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 47.22 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 5 10 14 15 14 9 4 1 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 60 which represents 82 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 13 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 60 12 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:15-12:30] the average headway between vehicles was 50 seconds. During the slowest traffic period, on Mar/07/12 at [11:00-11:15] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 80.00 degrees F. Apr/03/12 15:19 Page: 1 Christ Academy School Speed Zone Map ..---)--- , ....----- ---"- .- , .,....._ ,------------- , .. . i ..., 21 :. 411111111 ) ,...,, ....". , i ( 1.---------- —.4(...._ _,..3-------_____. i • 1,,JI,/,',/,,vii k "''''01\vt,,,,, ,• t( ,011, lli: 4 NI .,....\*..,, 11 / 7777,-"-)K,if It1;4 ',',. IR II /oi"/// /' IA • , ,keit, k HI ' J I ';',4LCHRII, ,, ig,‘"' \, I I ' 1 1')il !'111))1,14) ),,,i44\',1VI 4,k s'..;/,' 'qp/Ilim ' T-rii .\.) \ ... ,.......,.,. CO ,,,--15.01---71r=750 0.035 141e,, ,-- z ,.,.. • Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results City View Elementary School April 17, 2012 Street: City View Drive School Zone Control: Flasher Current Speed Limit When Active: 20 mph Normal Speed Limit: 40 mph Recommended Speed When Active: 25 mph Location 1: Near Old Iowa Park Location 2: Near Crescent Active Time 1: 7:1 am-8:45am Active Time 2: 2:45pm-4:00 pm 85%Speed Northbound: 41.00 85%Speed Southbound: 48.00 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 851h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic tendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View @ Elementary School A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the North bound lane in Wichita Falls, TX in Wichita county. The study began on Jan/12/2009 at 12:00:00 PM and concluded on Jan/13/2009 at 12:00:00 PM, lasting a total of 24.00 hours. Traffic statistics were recorded sequentially, one vehicle at a time. The total recorded volume showed 925 vehicles passed through the location of which 871 were classified. The AADT count for this study was 925 and the 85th Percentile speed was 41 MPH. GAP The average Gap for the study was 89.54 seconds. HEADWAY The average Headway for the study was 4,675.23 FT. OCCUPANCY The occupancy for the study was 0.96%. TAILGATING 4 vehicles (or 0.459% of the vehicles)were tailgating. Apr/17/2012 04:02:15 PM Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View @ Elementary School A study of vehicle traffic was conducted with HI-STAR unit number 2895. The study was done in the South bound lane in Wichita Falls, TX in Wichita county, The study began on Jan/12/2009 at 12:00:00 PM and concluded on Jan/13/2009 at 12:00:00 PM, lasting a total of 24.00 hours. Traffic statistics were recorded sequentially, one vehicle at a time. The total recorded volume showed 735 vehicles passed through the location of which 705 were classified. The AADT count for this study was 735 and the 85th Percentile speed was 48 MPH. GAP The average Gap for the study was 106.15 seconds. HEADWAY The average Headway for the study was 6,275.36 FT. OCCUPANCY The occupancy for the study was 0.65%. TAILGATING 7 vehicles (or 0.993% of the vehicles) were tailgating. Apr/17/2012 04:01:57 PM Page: 1 City View Elementary Speed Zone Map .----i'.- .1 HILL '-F•r• . I I i u. I .4- Y / , ---.. / ,.......... . , 1 (., / . 7 / . ----- ___ (I : ,../ -- -1 -'---------- ., .., ,... •1...ALL.'.• - r_____70 . . ..___..,...._.: ...pg.. .... O.07393375 C . m--m---i Engineering and Traffic Investigation Results City View High School April 17, 2012 Street: City View Drive School Zone Control: Sign Speed Limit When Active: 20 mph Normal Speed Limit: 40 mph Recommended Speed When Active: 25 mph Location 1: Near Longview Location 2: Near Wrangler Active Time 1: 7:30 am-8:15 am Active Time 2: 2:45 pm-3:30 pm 85%Speed Northbound: 47.00 85%Speed Southbound: 44.00 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends,but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u r' tenden Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View High School A study of vehicle traffic was conducted with HI-STAR unit number 2918. The study was done in the South bound lane in Wichita Falls, TX in Wichita county. The study began on Jan/12/2009 at 12:00:00 PM and concluded on Jan/13/2009 at 12:00:00 PM, lasting a total of 24.00 hours. Traffic statistics were recorded sequentially, one vehicle at a time. The total recorded volume showed 986 vehicles passed through the location of which 953 were classified. The AADT count for this study was 986 and the 85th Percentile speed was 44 MPH. GAP The average Gap for the study was 85.53 seconds. HEADWAY The average Headway for the study was 4,541.31 FT. OCCUPANCY The occupancy for the study was 0.8%. TAILGATING 3 vehicles (or 0.315% of the vehicles)were tailgating. Apr/17/2012 04:09:20 PM Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: City View( High School A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the North boud lane in Wichita Falls, TX in Wichita county. The study began on Jan/12/2009 at 12:00:00 PM and concluded on Jan/13/2009 at 12:00:00 PM, lasting a total of 24.00 hours. Traffic statistics were recorded sequentially, one vehicle at a time. The total recorded volume showed 1039 vehicles passed through the location of which 1014 were classified. The AADT count for this study was 1039 and the 85th Percentile speed was 47 MPH. GAP The average Gap for the study was 80.45 seconds. HEADWAY The average Headway for the study was 4,534.01 FT. OCCUPANCY The occupancy for the study was 0.94%. TAILGATING 3 vehicles (or 0.296% of the vehicles)were tailgating. Page: 1 Apr/17/2012 04:09:30 PM City View High School Speed Zone Map MILI! ...Pk) ryl I • 1 ! - EDG EHIL L':T r N ( I j. r •� a 0.0 A603 75 C r�7 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Crockett Elementary April 17, 2012 Street: Hayes School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit 30 mph Location 1: Ave H Location 2: Ave K Active time 1: 7:30 am-8:45 am Active time 2: 3:00 pm-4:00 pm 85%Speed Northbound: 32.5 85%Speed Southbound: 30.71 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic n ndent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street:Ave K A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the wblft @ arthur lane at Ave K in Wichita Falls, TX in Wichita county. The study began on Apr/29/10 at 08:00 and concluded on Apr/30/10 at 08:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1613 vehicles passed through the location with a peak volume of 189 on Apr/29/10 at [20:00-20:15] and a minimum volume of 0 on Apr/30/10 at [00:30-00:45]. The AADT count for this study was 1,613. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 30 MPH with 20.68% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.13 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 37.13 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 2 25 50 103 100 47 9 10 1 2 3 1 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 338 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 15 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 338 14 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/29/10 at [20:00-20:15] the average headway between vehicles was 4.737 seconds. During the slowest traffic period, on Apr/30/10 at [00:30-00:45] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 121.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00%of the time. Feb/22/12 11:23 Page: 1 Crockett School Speed Zone Map W 4 L , '''..\74, J - h_, 2.- ..--:?E_”.....ilirrill....*11# M...*." -',.,..,,,, / / N s.. '''''''' '''''''' . / . / \ / -..-''''''..' „„..,„,,..,,_, / 71 - ' / * '. i 4�,- L, °" 1 * Oa 5 33 v,,]15 Mlles Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Crockett Elementary April 17, 2012 Street: Seymour School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Beverly/Garfield Location 2: Harriet Active time 1: 7:30 am-8:45 am Active time 2: 3:00 pm-4:00 pm 85%Speed Eastbound: 85%Speed Westbound: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic e n en Traffic Engineering Department City of Wichita Falls e, Crockett School Speed Zone Map 0. i1 d ® 4,- ...z "--'',-,,/ S L 1 a W LJ 4'° -,,„,..,* : /' _ '''''''''./. .'''''''''''i / - ,,, may` O0.018075:1 0.015 Miles 3 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Crockett Elementary April 17, 2012 Street: Ave K School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Hayes Location 2: Arthur Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Westbound: 37.13 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S dent Traffic Engineering Department City of Wichita Falls Crockett School Speed Zone Map W i t 6 G L ' `--..,,,,,,Z.,,..,....„....., f / .„.. ,,. .,,,, 0 4,7. 0.0Q54751 6.415 Miles / Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Cunningham Elementary April 18, 2012 Street: McNiel School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Rubsam Location 2: Pool Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 34.06 85%Speed Southbound: 29.76 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be induded in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra is e intendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ Pool A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the Northbound lane at McNiel © Pool in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 924 vehicles passed through the location with a peak volume of 69 on Mar/01/12 at [17:45-18:00] and a minimum volume of 22 on Mar/01/12 at [19:45-20:00]. The AADT count for this study was 4,435. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 9.55% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 34.06 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 27 154 122 256 265 77 8 2 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 892 which represents 98 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 19 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 892 18 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [17:45-18:00] the average headway between vehicles was 12.857 seconds. During the slowest traffic period, on Mar/01/12 at [19:45-20:00] the average headway between vehicles was 39.13 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 103.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/18/12 09:58 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ Pool A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Southbound lane at McNiel Pool in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1105 vehicles passed through the location with a peak volume of 85 on Mar/01/12 at [17:45-18:00] and a minimum volume of 27 on Mar/01/12 at [19:30-19:45]. The AADT count for this study was 5,304. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 26 MPH with 3.78% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.18 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 29.76 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 55 354 536 96 25 11 0 1 2 1 1 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1049 which represents 97 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 36 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 104935 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [17:45-18:00] the average headway between vehicles was 10.465 seconds. During the slowest traffic period, on Mar/01/12 at [19:30-19:45] the average headway between vehicles was 32.143 seconds. WEATHER The roadway surface temperature over the period of the study varied between 72.00 and 103.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/18/12 09:58 Page: 1 II Cunningham School Speed Zone Map / \7 //�� .SLL Er ( I r i W S .E, . t -� = y 4 w 4 Fiu 0 ti, '� - - • (1\4''''' ./ r‘ ,-. =66.177 E II O 0.085,750 0.035 r'1.6, !'' Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Cunningham Elementary April 18, 2012 Street: Pool School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: McNiel Location 2: Hughes Active time 1: 7:30 am-8:45 am Active time 2: 3:00 pm-4:00 pm 85%Speed Eastbound: 35.72 85%Speed Westbound: 26.87 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic rinten e Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ Pool A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the West lane on McNiel @ Pool in Wichita Falls, Tx in Wichita county. The study began on 01/12/2005 at 02:00 PM and concluded on 01/13/2005 at 02:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 299 vehicles passed through the location with a peak volume of 13 on 01/12/2005 at 03:45 PM and a minimum volume of 0 on 01/12/2005 at 10:30 PM. The AADT Count for this study was 299. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 22 mph. The HI-STAR found 1.01 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 26.87 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 292 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 3 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.70 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/12/2005 at 03:45 PM the average headway between the vehicles was 64.29 seconds. The slowest traffic period was on 01/12/2005 at 10:30 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39 and 76 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: McNiel @ Pool A study of vehicle traffic was conducted with HI-STAR unit number 3837. The study was done in the East lane on McNiel @ Pool in Wichita Falls, Tx in Wichita county. The study began on 01/12/2005 at 02:00 PM and concluded on 01/13/2005 at 02:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 239 vehicles passed through the location with a peak volume of 21 on 01/12/2005 at 05:15 PM and a minimum volume of 0 on 01/12/2005 at 02:00 PM. The AADT Count for this study was 239. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 29 mph. The HI-STAR found 1.26 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 35.72 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 236 which represents 99.20 percent of the total classified vehicles. The number of Small Trucks in the study was 2 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/12/2005 at 05:15 PM the average headway between the vehicles was 40.91 seconds. The slowest traffic period was on 01/12/2005 at 02:00 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39 and 76 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Cunningham School Speed Zone Map / \ . aLi El \. ,,,, 6 L�IIh}N L T (,.,,,,...„,,,,...„.„ 7 I _.... ...._ r 7• ,, : , 1 W t ,. ._. 6 L _ ,...., , , .,... ,O� /%ii2„1014 1/4��« �11'°'��� Ill Ni modlni i� 1 mil e MI�..a w .L a•T.11111 �� *'F 1 . / V .4 i 0 0.0893 750 0.035 P-ies Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Cunningham Elementary April 18, 2012 Street: Phillips School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: McNiel Location 2: Hughes Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Eastbound: 38.64 85%Speed Westbound: 34.78 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has detemiined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffi u rintendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Phillips& Hughes A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the westbound lane at Phillips& Hughes in Wichita Falls, TX in Wichita county. The study began on Mar/01/12 at 15:00 and concluded on Mar/01/12 at 20:00, lasting a total of 5.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 347 vehicles passed through the location with a peak volume of 30 on Mar/01/12 at [17:30-17:45] and a minimum volume of 5 on Mar/01/12 at [15:00-15:15]. The AADT count for this study was 1,666. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 28 MPH with 14.24% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 34.78 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 2 7 37 87 87 69 27 12 5 2 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 303 which represents 90 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 34 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 30329 5 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [17:30-17:45] the average headway between vehicles was 29.032 seconds. During the slowest traffic period, on Mar/01/12 at [15:00-15:15] the average headway between vehicles was 150 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 103.00 degrees F. Apr/18/12 09:56 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Phillips Hughes A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Eastbound lane at Phillips @ Hughes in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 69 vehicles passed through the location with a peak volume of 10 on Apr/02/12 at [12:18-12:33] and a minimum volume of 2 on Apr/02/12 at [13:48-14:03]. The AADT count for this study was 552. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 27.54% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 2.90 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 38.64 MPH. < 5 10 15 20 25 ' 30 35 ' 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 0 7 26 17 11 3 0 0 . 3 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 61 which represents 88 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 8 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 61 7 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [12:18-12:33] the average headway between vehicles was 81.818 seconds. During the slowest traffic period, on Apr/02/12 at [13:48-14:03] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 103.00 and 121.00 degrees F. Apr/18/12 09:57 Page: 1 �m� Cunningham School Speed Zone Map ,4-f" )C\ zLLE� \` /� ILli1Ai11;T \/77 /).---""7-' 1 , *a Li at x f r au r* v' a t1 —u 11 I n.rnIi. ll'ii( of nn)m ' ' t 1' i °' pjj�, I � r i a___TTawE CO0.09 A 750 0.035 tales Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Fain Elementary School April 3, 2011 Street: Norman School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Nursery Location 2: Alamo Active time 1: 7:15am-8:45am Active time 2: 3:15pm-4:00pm 85%Speed Eastbound: 32.71 mph 85%speed Westbound: 37.88 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85'h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends,but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u ntendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Norman©Fain Location: Norman near Fain A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Eastbound lane at Norman @ Fain in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 128 vehicles passed through the location with a peak volume of 15 on Mar/07/12 at [12:00-12:15] and a minimum volume of 6 on Mar/07/12 at [11:00-11:15].The AADT count for this study was 1,024. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 25- 30 MPH range or lower. The average speed for all classifed vehicles was 27 MPH with 6.35% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 25MPH and the 85th percentile was 32.71 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 11 35 45 24 4 1 2 1 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 121 which represents 96 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 5 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 121 4 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [12:00-12:15] the average headway between vehicles was 56.25 seconds. During the slowest traffic period, on Mar/07/12 at [11:00-11:15] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 68.00 and 83.00 degrees F. Apr/03/12 15:20 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Norman @ Fain A study of vehicle traffic was conducted with HI-STAR unit number 0371. The study was done in the Westbound lane at Norman @ Fain in Wichita Falls, TX in Wichita county. The study began on Mar/07/12 at 10:00 and concluded on Mar/07/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 135 vehicles passed through the location with a peak volume of 19 on Mar/07/12 at [11:45-12:00] and a minimum volume of 6 on Mar/07/12 at [12:30-12:45].The AADT count for this study was 1,080. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 26.32% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.88 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > O 0 1 1 14 39 43 26 6 3 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 118 which represents 89 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 15 which represents 0 percent of the total dassified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 118 13 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/07/12 at [11:45-12:00] the average headway between vehicles was 45 seconds. During the slowest traffic period, on Mar/07/12 at [12:30-12:45] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76.00 and 91.00 degrees F. Apr/03/12 15:20 Page: 1 v , Fain School Speed Zone Map / , Ns f /N \ . IA i _ a x a © a.I. a079D 0 01$ Miles Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Farris Early Childhood Development Center April 18, 2012 Street: Burkburnett School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Lincoln Location 2: Jefferson Active time 1: 7:15 am-8:15 am Active time 2: 3:30 pm-3:30 pm 85%Speed Northbound: 85%Speed Southbound: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. A �i_ Traffic : a ntendent Traffic Engineering Department City of Wichita Falls 0 Farris Early Childhood School Zone Map a.I 0_1 iu r i .._ , , ii,, \ . . . „ , \\ ... . \\ . v. ..„,-------- \ . \ . „.,, \ , r . 7' ....'- ./... m -i• r..- , ro" 7 1 N.„ 7 , . ER IRIOkoiN 11 E.A.DST AP. - .,,,,.._.- OZt<fr • , ,, . , -...\\ <7 et* :N . Z %hia.. Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Fowler Elementary School April 3, 2012 Street: Cypress School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Langford Location 2: Tower Active time 1: 7:15am-8:45am Active time 2: 2:45pm-3:35 pm 85%Speed Southbound: 38.33 mph 85%speed Northbound: 28.89 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 851h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85`"percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Tra i u tenden Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Cypress @ Ridgecrest A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Southbound lane at Cypress c Ridgecrest in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 67 vehicles passed through the location with a peak volume of 13 on Apr/02/12 at [12:33-12:48] and a minimum volume of 2 on Apr/02/12 at [14:33-14:48]. The AADT count for this study was 536. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 31 MPH with 29.03% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.33 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 1 0 3 1 10 10 19 12 3 1 2 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 49 which represents 79 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 13 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 49 13 0 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [12:33-12:48] the average headway between vehicles was 64.286 seconds. During the slowest traffic period, on Apr/02/12 at [14:33-14:48] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 97.00 and 109.00 degrees F. Apr/18/12 10:27 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Cypress @ Ridgecrest A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Northbound lane at Cypress Ridgecrest in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Mar/01/12 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 552 vehicles passed through the location with a peak volume of 47 on Mar/01/12 at [07:45-08:00] and a minimum volume of 0 on Feb/29/12 at [20:15-20:30]. The AADT count for this study was 552. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 22 MPH with 4.67% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 28.89 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 21 89 125 131 113 31 15 5 2 2 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 471 which represents 88 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 64 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 471 48 6 2 3 0 5 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [07:45-08:00] the average headway between vehicles was 18.75 seconds. During the slowest traffic period, on Feb/29/12 at [20:15-20:30] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 44.00 and 95.00 degrees F. Apr/18/12 10:27 Page: 1 Fowler School Speed Zone Map O J 2 - 1 "1 d___j 1.1 d WI I ( ( , . J W J b J - I o W J W y r w _, o "t \\,.,..., I\ .-, ll Er \.,___,. I 1 I Illf. TON OP -LIE), T.,-.'EP GP Ili Oh MP NO - 4 k I , ., :,f,,LM : ,or ... .1 Alto C+ s' . Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Fowler Elementary School April 3, 2012 Street: Langford School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Indigo Location 2: Cypress Active time 1: 7:15am-8:45am Active time 2: 2:45pm-4:00 pm 85%Speed Westbound: 28.77 mph 85%speed Eastbound: 36.80 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S p intendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Langford @ Cypress A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the West lane on Langford @ Cypress in Wichita Falls, TX in Wichita county. The study began on 08/04/2008 at 08:30 AM and concluded on 08/05/2008 at 08:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 447 vehicles passed through the location with a peak volume of 19 on 08/04/2008 at 05:30 PM and a minimum volume of 0 on 08/04/2008 at 09:00 AM. The AADT Count for this study was 447. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 23 mph with 11.4 percent exceeding the posted speed of 30 mph. The HI-STAR found 1.15 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 28.77 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 340 which represents 97.40 percent of the total classified vehicles. The number of Small Trucks in the study was 4 which represents 1.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 4 which represents 1.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/04/2008 at 05:30 PM the average headway between the vehicles was 45.0 seconds. The slowest traffic period was on 08/04/2008 at 09:00 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 89 and 150 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Langford @ Cypress A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the East lane on Langford @ Cypress in Wichita Falls, TX in Wichita county. The study began on 08/04/2008 at 08:30 AM and concluded on 08/05/2008 at 08:30 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 363 vehicles passed through the location with a peak volume of 11 on 08/04/2008 at 08:00 PM and a minimum volume of 0 on 08/04/2008 at 11:15 PM. The AADT Count for this study was 363. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 27 mph with 27.7 percent exceeding the posted speed of 30 mph. The HI-STAR found 3.20 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 36.80 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 278 which represents 98.90 percent of the total classified vehicles. The number of Small Trucks in the study was 2 which represents 0.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 08/04/2008 at 08:00 PM the average headway between the vehicles was 75.0 seconds. The slowest traffic period was on 08/04/2008 at 11:15 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 87 and 154 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 „„„ Fowler School Speed Zone Map . l' --- I t' ilL'I d ., ...I 7' 43 0C . laa • MM.=liM tt • )- ".'t UT VIM T PIM L,.. . .. .. -a al 4 ..., '1. J EAHALIA OP , •,. . ..\\ ALLEY , LI 1 114GVTO N DP ALLEt (7/ .. MD )FO. ER.-z t, WA . :.; : t '-'15•0, -------.4'..---1110 , , I I _ ,,----:-\''' ------1 .__...., Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Fowler Elementary School April 18, 2012 Street: Tower School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Lovers Lane Location 2: Cypress Active time 1: 7:15am-8:45am Active time 2: 2:45pm-4:00 pm 85%Speed Southbound: mph 85%speed Northbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 859h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S i ndent Traffic Engineering Department City of Wichita Falls Fowler School Speed Zone Map o J 4,4.1 Ir d jL ^`� T H', T PI:::r 1/7-.- ---,-41. i 4 �.u �:� W J W a / J r yi' J ss%N.. / \1 4 ` \ \\,......, 6�Ni17m DPI ;.LLEi .11 1 II IG:T+}11 OP PLLEw D ;IEP DP 4 F VIE R E1 EhI•E►TA....R. ----\-------------)1 ,' ,, ,,,,,,,,, I�} i juElll tI( r i _----- / . . i.._ Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Fowler Elementary School April 3, 2012 Street: Ridgecrest School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Wildflower Location 2: Cypress Active time 1: 7:15am-8:45am Active time 2: 2:45pm-4:00 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85'h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic p tenden Traffic Engineering Department City of Wichita Falls • Fowler School Speed Zone Map al =,. z 7--- l I L. i 1 _-.:••'TH.:E.T Pi'.. . . I tu . • 71,1. 0 77° r ..6 ... = •,, =1 ..s.. '......:„......'i, ,,,.,.if N, ' ^.. 6—H,,,L1C• DP ..,,.. LI.I.Er .. ...._ / I Il1Gs:.T,:•!1 DP ... LI.I.Et II lr....':EP DP 0 .. . — ft , I I" 0•:,:ii 171,7::tfi - 1 -.., ,r0 tr • 44 , t % Cr ------'1-----4— .mt.. I , • I 1... .. 4111 0 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Fowler Elementary School August 8, 2012 Street: Sonora School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Ridgecrest Location 2: Tower Active time 1: 7:15am-8:45am Active time 2: 2:45pm-3:35 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN • The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. is / 7 TraffidS a tende Traffic Engineering Department City of Wichita Falls Fowler School Speed Zone Map a- • ..- 5 ILI I 1/1 4.. .," ( , \ s--- 7' 7".. T ----,,.. ".ITH'..*:C'7 T PI_..1 1 A1 ku 1 - .... ...i Z •a- = NN.(..,/._ / t N 6-41“ta DP ...,...\.....____ '\ allEi -,-. I IUi 'T')11 DP •--,., .51.1.Er T '.- .EP DP ' 4 PA: . 11 tk e. ,.. = arlir,atel li .9011M.—i.....Mile / .... _------- .,_ . ------I' Z.-----i Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Franklin Elementary School April 3, 2012 Street: Taft School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 35 mph Location 1: Speedway Location 2: Clarinda Active time 1: 7:30am-8:45am Active time 2: 3:15 pm-4:00 pm 85%Speed Southbound: 42.33 mph 85%speed Northbound: 40.22 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85'h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S r tenden Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Berkeley A study of vehicle traffic was conducted with HI-STAR unit number 2909. The study was done in the Northbound lane at Taft t Berkeley in Wichita Falls, TX in Wichita county. The study began on Apr/04/12 at 12:30 and concluded on Apr/04/12 at 15:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1036 vehicles passed through the location with a peak volume of 118 on Apr/04/12 at [14:15-14:30] and a minimum volume of 88 on Apr/04/12 at [14:30-14:45]. The AADT count for this study was 9,946. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 15.54% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.49 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 40.22 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 6 19 47 134 350 307 113 20 13 8 4 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 934 which represents 91 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 89 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 934 81 5 2 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Apr/04/12 at [14:15-14:30] the average headway between vehicles was 7.563 seconds. During the slowest traffic period, on Apr/04/12 at [14:30-14:45] the average headway between vehicles was 10.345 seconds. WEATHER The roadway surface temperature over the period of the study varied between 91.00 and 97.00 degrees F. Apr/18/12 10:52 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Taft @ Berkeley A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the southbound lane at Taft @ Berkeley in Wichita Falls, TX in Wichita county. The study began on Apr/04/12 at 12:30 and concluded on Apr/04/12 at 15:00, lasting a total of 2.50 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 985 vehicles passed through the location with a peak volume of 119 on Apr/04/12 at [13:00-13:15] and a minimum volume of 79 on Apr/04/12 at [14:15-14:30]. The AADT count for this study was 9,456. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 37 MPH with 22.67% vehicles exceeding the posted speed of 35 MPH. The HI-STAR found 0.41 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.33 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 3 8 24 64 269 385 159 36 14 8 2 2 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 809 which represents 83 percent of the total classified vehicles. The number of Busses& Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 166 which represents 0 percent of the total classified vehicles. < 22 40 ' 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 809 158 4 1 2 1 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/04/12 at [13:00-13:15] the average headway between vehicles was 7.5 seconds. During the slowest traffic period, on Apr/04/12 at [14:15-14:30] the average headway between vehicles was 11.25 seconds. WEATHER The roadway surface temperature over the period of the study varied between 93.00 and 107.00 degrees F. Apr/18/12 10:51 Page: 1 Franklin School Speed Zone Map i. 1 1 1 1 -- • ____------ „ , ..---- 1 — :ALE( .., .... Z ,.., . • ------' , . I Fr '-ft • v- IR ar, • -.' 1 - - • •,arvp,-,. .,-,- "---__ 1.101,t 7: : r r .. ...______ ,_____ . , / 1 -441k 1 1 ,. ,‘ E •• 0 . I 110893175 a,. 4 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Franklin Elementary School April 18, 2012 Street: Speedway School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Harrison Location 2: Taft Active time 1: 7:30am-8:45am Active time 2: 3:00 pm-4:00 pm 85%Speed Southbound: mph 85%speed Northbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S n endent Traffic Engineering Department City of Wichita Falls __ , - ,-------------' .----'/ — — _:-...,,.,....r.,„. \--- Franklin„,Schozilo) 1 Speed Zone ap , ,17 I .____----- " -., F 0 TM --1"* .,..,..-----.'- '-'--------'-1 . 1 •UWE L k, ;;•i,,v•=;1 m:c w' ''' . '-- . t\•,_.,, ,,.r.'1. 1 Z' ) __---- - zyg 'T. A \ Iii _______i___' _ 1 : 1 .N _ . I • ID .., , (1095317 I 0.035 Mies m in 0 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Franklin Elementary School April 18, 2012 Street: Martin School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Avondale Location 2: Speedway Active time 1: 7:30am-8:45am Active time 2: 3:00 pm-4:00 pm 85%Speed Southbound: mph 85%speed Northbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S ntendent Traffic Engineering Department City of Wichita Falls Franklin School Speed Zone Map — .-- - - -..t.�� . F ',�'^ .,\ =Pane--E_ T a.E11UE I. - -"' „:,>_, .,, If,, ,, ,w,r.'r It/ II — / , ler ./"..),---"'- N Jf N I CLAP/11014'.E 0 , ,,' ; N..'-,, `. 0,0897175C 0.035 Wes Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Hirschi High School April 18, 2012 Street: Borton School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: N. Beverly Location 2: Ridgeway Active time 1: 7:00 am-8:00 am Active time 2: 2:30 pm-3:30 pm 85%Speed Southbound: mph 85%speed Northbound: mph SCHOOL ZONE DESIGN The Wichita Fails Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 851h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u ntenden Traffic Engineering Department City of Wichita Falls Hirschi School Speed Zone Map N \\. f--: / ---\ \ \ I \ 1 I\ / \ , \ ,' • I / "' / 0 — _. irk...i. 'E DP_______--- \\\ -,•-_,,;,,, \ ' --;.--. ' --7:-_-,_.• _t_vrii ; P 2 T b........,..... -------__ P. , a 4F 4 As.art rit 1 F-7L.M. t2 1 r, r5:"--4--4----4----1------: _'' . 0.0 3750 0.075 Miles Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Houston Elementary April 18, 2012 Street: Kemp School Zone Control: Flasher Speed Limit when active: 25 mph Normal Speed Limit: 40 mph Location 1: Ave N Location 2: Ave C Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 39.68 mph 85%Speed Southbound: 39.97 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`'percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85°'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S ri e dent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Ave. 0 Cross Sec A study of vehicle traffic was conducted with HI-STAR unit number 3822. The study was done in the North lane on Kemp @ Ave. 0 Cross Sec in Wichita Falls, Tx in Wichita county. The study began on 04/22/2005 at 01:00 PM and concluded on 04/25/2005 at 08:00 AM, lasting a total of 67 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 28,233 vehicles passed through the location with a peak volume of 306 on 04/22/2005 at 05:15 PM and a minimum volume of 4 on 04/25/2005 at 04:00 AM. The AADT Count for this study was 10,113. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 34 mph. The HI-STAR found 0.28 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.68 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 27,156 which represents 99.20 percent of the total classified vehicles. The number of Small Trucks in the study was 169 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 27 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 15 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 04/22/2005 at 05:15 PM the average headway between the vehicles was 2.93 seconds. The slowest traffic period was on 04/25/2005 at 04:00 AM. During this slowest period, the average headway was 180.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 55 and 111 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Kemp @ Ave. 0 A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the South lane on Kemp @ Ave. 0 in Wichita Falls, Tx in Wichita county. The study began on 07/16/2009 at 01:30 PM and concluded on 07/17/2009 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 9,643 vehicles passed through the location with a peak volume of 227 on 07/17/2009 at 01:00 PM and a minimum volume of 2 on 07/17/2009 at 03:15 AM. The AADT Count for this study was 9,643. SPEED At least half of the vehicles were traveling in the 30 - 34 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 14.7 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.73 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 30 mph and the 85th percentile was 39.97 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 5,676 which represents 98.50 percent of the total classified vehicles. The number of Small Trucks in the study was 56 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 15 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 13 which represents 0.20 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/17/2009 at 01:00 PM the average headway between the vehicles was 3.95 seconds. The slowest traffic period was on 07/17/2009 at 03:15 AM. During this slowest period, the average headway was 300.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83 and 144 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 02/01/2012 Page: 1 MaP School Zone Houston -.... ,....., I _-_------„,,. ......, ,/ / L —:. g•--; , ,;•LLEi .3•.‘ , 1 1 I 01 cc:. rr,Nt • 20 —— 4 :.— .......• 1--- — ,ILLEI 01 1 1 : a Lk.El il t-. it• ____—__ ....... 1 . . ------\-- ...•:- - •.._ a \--.-\--- ..- --- ..„...„...... ....„...„,..- .,----- ,- f , ,•C II I IS, cv Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Houston Elementary July 26, 2012 Street: Miami School Zone Control: Sign Speed Limit when active: 25 mph Normal Speed Limit: 30 mph Location 1: Garfield Location 2: Grant Active time 1: 7:30 am-8:45 am Active time 2: 3:00 pm-4:00 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Su e t ndent Traffic Engineering Department City of Wichita Falls Houston School Zone Map /7 .. . / / //') 4 IL EY . m- -_�_� 20 t : ALLEY -- IIf f Li RLLEr F t 3 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Houston Elementary July 26, 2012 Street: Grant School Zone Control: Flasher Speed Limit when active: 25 mph Normal Speed Limit: 30 mph Location 1: Ave N Location 2: Ave 0 Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Sup ri to dent Traffic Engineering Department City of Wichita Falls Houston School Zone Map / ' . /0/ gLlEr _ _- p L!___ 4 ., 4 =LL Er r I FI r. 1 - f=LL Er 4 � l -1.r. ili z,/..)' i ...-„.., il-k....:." 'CI l I K^ r of Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Jefferson Elementary April 19, 2012 Street: Fairway School Zone Control: Flasher Speed Limit When Active: 20 mph Normal Speed Limit: 40 mph Recommended Speed Limit When Active: 25 mph Location 1: Lockwood Location 2: Chuck Active Time 1: 7:15 am-8:45 am Active Time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 41.84 MPH 85%Speed Southbound: 44.81 MPH SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require,periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Sup ri e n Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Spencer A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Souhbound lane at Fairway @ Spencer in Wichita Falls, TX in Wichita county. The study began on Apr/02/12 at 12:03 and concluded on Apr/02/12 at 15:03, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 681 vehicles passed through the location with a peak volume of 77 on Apr/02/12 at[12:48-13:03] and a minimum volume of 46 on Apr/02/12 at [13:33-13:48]. The AADT count for this study was 5,448. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 14.16°k vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.59 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 44.81 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 4 8 50 141 222 157 58 15 19 1 3 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 626 which represents 92 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 52 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 626 42 5 4 0 1 00 CHART 2 HEADWAY During the peak traffic period, on Apr/02/12 at [12:48-13:03] the average headway between vehicles was 11.538 seconds. During the slowest traffic period, on Apr/02/12 at [13:33-13:48] the average headway between vehicles was 19.149 seconds. WEATHER The roadway surface temperature over the period of the study varied between 95.00 and 105.00 degrees F. Apr/19/12 11:50 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Fairway @ Spencer A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Northbound lane at Fairway Spencer in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Feb/29/12 at 14:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 453 vehicles passed through the location with a peak volume of 47 on Feb/29/12 at [12:45-13:00] and a minimum volume of 23 on Feb/29/12 at [11:15-11:30]. The AADT count for this study was 3,624. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 36 MPH with 3.98% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 41.84 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 2 6 4 16 131 196 79 16 2 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 427 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tellers in the study was 25 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 427 23 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [12:45-13:00] the average headway between vehicles was 18.75 seconds. During the slowest traffic period, on Feb/29/12 at [11:15-11:30] the average headway between vehicles was 37.5 seconds. WEATHER The roadway surface temperature over the period of the study varied between 83.00 and 101.00 degrees F. Apr/19/1211:50 Page: 1 0 Jefferson School Speed Zone Map rs �_ yr __Az 0a d N, erse:T.:r '''''''t i go s I f Y pw. ik 1 r ilIGsL!Cr9 \\ _ 0.082D1730 awe, Mikis 2_ Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Jefferson Elementary April 19, 2012 Street: Mistletoe School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Lindale Location 2: Chuck Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 85%Speed Southbound: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 8591 percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S e ndent Traffic Engineering Department City of Wichita Falls Jefferson School Speed Zone Map .Lr �"rI 1 —r `fir— a". I II 'lll"II IIIIIII„'I I _ ;����� IIIIIIIIIII y l I II 14.�il j, I,lI III �111111lllluu uulllll l l IIII�III,4q l II lol ,IIII mlw 'IInuuouutYuuuuomumll I IIIII q,l , ,II . IIII hill IIII III I I I i, `� illlh 'I uullllllllll 1IhIIIG III " Yririririldll IIII„„„„„, ,1111111111 1„ ie "„ ll °° IIIII 1 t uul,, 1, 11111 , , ,,,,,,,,, ,,,. ...... ,, , . ,n,„,,:,,,,,../. ,.., \,, 4 _ 0 ::° / Att.. 0 ., ... ..../77: , `G I 1a.d9175O 0,035, .S I C;i1 t • Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Jefferson Elementary July 26, 2012 Street: Johnson School Zone Control: Flasher Speed Limit when active: 25 mph Normal Speed Limit: 40 mph Location 1: Pasadena Location 2: 580 foot East of Concord Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Westbound: MPH 85%Speed Eastbound: 46.11 MPH SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 8511'percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 8511'percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S n dent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Johnson @ Mistletoe A study of vehicle traffic was conducted with HI-STAR unit number 0390. The study was done in the eastbound lane at Johnson © Mistletoe in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 11:00 and concluded on Feb/22/12 at 13:00, lasting a total of 2.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 239 vehicles passed through the location with a peak volume of 56 on Feb/22/12 at [12:45-13:00] and a minimum volume of 18 on Feb/22/12 at [11:00-11:15]. The AADT count for this study was 2,868. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 39 MPH with 17.87% vehicles exceeding the posted speed of 40 MPH. The HI-STAR found 0.85 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 46.11 MPH. < 5 10 15 20 25 30 35 40 45 50 55 60 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 59 69 74 > 0 0 0 1 2 17 51 6260 27 11 2 2 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 191 which represents 81 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 44 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 -to to to to to to to to 21 39 49 59 69 79 139 > 191 41 3 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/22/12 at [12:45-13:00] the average headway between vehicles was 15.789 seconds. During the slowest traffic period, on Feb/22/12 at [11:00-11:15] the average headway between vehicles was 47.368 seconds. WEATHER The roadway surface temperature over the period of the study varied between 82.00 and 97.00 degrees F. Apr/19/12 11:51 Page: 1 Jefferson School Speed Zone Map L _ r ,a t1.________. a. . ..1. A.^.1 0 , ) - ,, re:rcIP A' r 4 1117 L , / M or` la 1 1 10104leOP Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Jefferson Elementary April 19, 2012 Street: Lindale School Zone Control: Flasher Speed Limit when active: 25 mph Normal Speed Limit: 40 mph Location 1: Fairway Location 2: Briarwood Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Westbound: 28.27MPH 85%Speed Eastbound: 29.33 MPH SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85°1 percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S endent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lindale Mistletoe A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Eastbound lane at Lindale © Mistletoe in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Mar/01/12 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 644 vehicles passed through the location with a peak volume of 51 on Feb/29/12 at [15:00-15:15] and a minimum volume of 0 on Mar/01/12 at[00:00-00:15]_ The MDT count for this study was 644. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 25 MPH with 8.13% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 29.33 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 9 140 234 149 22 12 21 6 2 2 2 4 0 CHART I CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 570 which represents 95 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 33 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 570 29 3 0 0 0 1 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [15:00-15:15] the average headway between vehicles was 17.308 seconds. During the slowest traffic period, on Mar/01/12 at [00:00-00:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48.00 and 111.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/19/1211:52 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lindale @ Mistletoe A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the Westbound lane at Lindale @ Mistletoe in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Mar/01/12 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 571 vehicles passed through the location with a peak volume of 47 on Mar/01/12 at [07:45-08:00] and a minimum volume of 0 on Feb/29/12 at [13:45-14:00]_ The AADT count for this study was 571. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15- 20 MPH range or lower. The average speed for all classifed vehicles was 23 MPH with 3.52% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.53 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 28.27 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 31 206 173 110 28 6 3 3 3 2 1 0 2 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 539 which represents 95 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Milers in the study was 29 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > S�9 27 1 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [07:45-08:00] the average headway between vehicles was 18.75 seconds. During the slowest traffic period, on Feb/29/12 at [13:45-14:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48.00 and 107.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/19/12 11:52 Page: 1 Jefferson School Speed Zone Map [------ ,,.. , , .77) -..... '}F� Ja .._. i ' h— erg to oirrA .. c 1 + g R. IHI ? r ,„, II r II 1 II ' \ "' 9! iii 1 a+aeve_ to I\ +u Ci 1 0.485:11750 0.135 Ries 1 W 11 Illii ii 1111 �4 vi li I Iys Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results John Tower Elementary School April 24, 2012 Street: Missile School Zone Control: Flasher Speed Limit When Active: 20 mph Normal Speed Limit: 45 mph Recommended Speed When Active:25 mph Location 1: Dewey Location 2: Near Greentree Active Time 1: 7:10 am-8:15 am Active Time 2: 2:40 pm-4:00 pm 85%Speed Eastbound: 44.7 mph 85%Speed Westbound: 43.8 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does riot require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic p ri endent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile Rd. A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the West lane on Missile Rd. in Wichita Falls, TX in Wichita county. The study began on 07/15/2008 at 01:00 PM and concluded on 07/16/2008 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,066 vehicles passed through the location with a peak volume of 146 on 07/15/2008 at 04:30 PM and a minimum volume of 0 on 07/16/2008 at 01:30 AM. The AADT Count for this study was 3,066. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 38 mph with 33.8 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.37 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 43.86 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,929 which represents 98.60 percent of the total classified vehicles. The number of Small Trucks in the study was 23 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 9 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 11 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/15/2008 at 04:30 PM the average headway between the vehicles was 6.12 seconds. The slowest traffic period was on 07/16/2008 at 01:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 77 and 107 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 • Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the east lane on Missile in Wichita Falls, Tx in Wichita county. The study began on 11/11/2009 at 10:00 AM and concluded on 11/12/2009 at 10:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 3,297 vehicles passed through the location with a peak volume of 177 on 11/12/2009 at 07:00 AM and a minimum volume of 0 on 11/12/2009 at 12:30 AM. The AADT Count for this study was 3,297. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 37.8 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.67 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 44.76 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 3,249 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 31 which represents 0.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 8 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 11/12/2009 at 07:00 AM the average headway between the vehicles was 5.06 seconds. The slowest traffic period was on 11/12/2009 at 12:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 52 and 75 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 02/01/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile @ Hooper A study of vehicle traffic was conducted with HI-STAR unit number 3831. The study was done in the North lane on Missle @ Hooper in Wichita Falls, Tx in Wichita county. The study began on 09/10/2009 at 11:00 AM and concluded on 09/11/2009 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 547 vehicles passed through the location with a peak volume of 40 on 09/11/2009 at 07:45 AM and a minimum volume of 0 on 09/10/2009 at 09:45 PM. The AADT Count for this study was 547. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 21 mph with 3.03 percent exceeding the posted speed of 30 mph. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 24.69 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 488 which represents 98.60 percent of the total classified vehicles. The number of Small Trucks in the study was 5 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 09/11/2009 at 07:45 AM the average headway between the vehicles was 21.95 seconds. The slowest traffic period was on 09/10/2009 at 09:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 78 and 130 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 02/01/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Missile @ Hooper A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the South lane on Missle @ Hooper in Wichita Falls, Tx in Wichita county. The study began on 09/10/2009 at 11:00 AM and concluded on 09/11/2009 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 953 vehicles passed through the location with a peak volume of 267 on 09/11/2009 at 05:45 AM and a minimum volume of 0 on 09/10/2009 at 09:30 PM. The AADT Count for this study was 953. SPEED At least half of the vehicles were traveling in the 15 - 19 mph range or a lower speed. The average speed for all classified vehicles was 19 mph with 0.00 percent exceeding the posted speed of 30 mph. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 23.50 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 10 which represents 100.00 percent of the total classified vehicles. The number of Small Trucks in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 09/11/2009 at 05:45 AM the average headway between the vehicles was 3.36 seconds. The slowest traffic period was on 09/10/2009 at 09:30 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76 and 125 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 02/01/2012 Page: 1 John Tower School Zone Map 4 I USIIIME,011111011.4masiWn4 I . im, mmimmIMINIIIbilmi •omMmum41=11 LIF EFT,, T PEF r. A DP i I- ......' W. .. .— Cr. / Pi HD.A.PF1 OP mr CI % '...,fl.LP 0 P • tori .. .. _ --• _, PAGED,. i 7 , ut__REPD _26. ... SD TI'A .T.,11,:.T PEPMFT- I .e A C3 a- ild a. , ii CE1ITUP f CT Ff . ..-- , - -,-•-\ HT 2 2 v., Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results John Tower Elementary School April 24, 2012 Street: Hooper School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Reilly Location 2: South of John Tower Active time 1: 7:10 am-8:15 am Active time 2: 2:40 pm-4:00 pm 85%Speed Northbound: 33.8 mph 85%Speed Southbound: 29.2 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic endent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly Rd @ Hooper A study of vehicle traffic was conducted with HI-STAR unit number 3827. The study was done in the South lane on Hooper @ Reilly in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 12:00 PM and concluded on 01/10/2006 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 566 vehicles passed through the location with a peak volume of 63 on 01/10/2006 at 07:45 AM and a minimum volume of 0 on 01/09/2006 at 08:30 PM. The AADT Count for this study was 566. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 23 mph with 11.8 percent exceeding the posted speed of 30 mph. The HI-STAR found 0.78 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 29.23 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 509 which represents 98.80 percent of the total classified vehicles. The number of Small Trucks in the study was 3 which represents 0.60 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.20 percent of the total classified vehicles. The 11 number of Tractor Trailers in the study was 2 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/10/2006 at 07:45 AM the average headway between the vehicles was 14.06 seconds. The slowest traffic period was on 01/09/2006 at 08:30 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 35 and 68 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly Rd @ Hooper A study of vehicle traffic was conducted with HI-STAR unit number 6351. The study was done in the North lane on Hooper @ Reilly in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 12:00 PM and concluded on 01/10/2006 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 480 vehicles passed through the location with a peak volume of 33 on 01/10/2006 at 08:00 AM and a minimum volume of 0 on 01/09/2006 at 06:45 PM. The AADT Count for this study was 480. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 26 mph with 26.3 percent exceeding the posted speed of 30 mph. The HI-STAR found 0.69 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 33.82 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 433 which represents 99.30 percent of the total classified vehicles. The number of Small Trucks in the study was 1 which represents 0.20 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.50 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/10/2006 at 08:00 AM the average headway between the vehicles was 26.47 seconds. The slowest traffic period was on 01/09/2006 at 06:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 35 and 70 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly Rd @ Hooper A study of vehicle traffic was conducted with HI-STAR unit number 6428. The study was done in the West lane on Reilly Rd @ Hooper in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 12:00 PM and concluded on 01/10/2006 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 330 vehicles passed through the location with a peak volume of 33 on 01/10/2006 at 08:00 AM and a minimum volume of 0 on 01/09/2006 at 07:15 PM. The AADT Count for this study was 330. SPEED At least half of the vehicles were traveling in the 20-24 mph range or a lower speed. The average speed for all classified vehicles was 24 mph with 8.30 percent exceeding the posted speed of 30 mph. The HI-STAR found 1.04 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 28.49 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 283 which represents 97.90 percent of the total classified vehicles. The number of Small Trucks in the study was 5 which represents 1.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/10/2006 at 08:00 AM the average headway between the vehicles was 26.47 seconds. The slowest traffic period was on 01/09/2006 at 07:15 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 35 and 72 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly Rd @ Hooper A study of vehicle traffic was conducted with HI-STAR unit number 3753. The study was done in the East lane on Reilly Rd @ Hooper in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 12:00 PM and concluded on 01/10/2006 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 319 vehicles passed through the location with a peak volume of 26 on 01/09/2006 at 03:00 PM and a minimum volume of 0 on 01/09/2006 at 01:45 PM. The AADT Count for this study was 319. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 25 mph with 13.0 percent exceeding the posted speed of 30 mph. The HI-STAR found 2.23 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 29.61 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 268 which represents 99.60 percent of the total classified vehicles. The number of Small Trucks in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/09/2006 at 03:00 PM the average headway between the vehicles was 33.33 seconds. The slowest traffic period was on 01/09/2006 at 01:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 37 and 74 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 John Tower School Zone Map . . . I I . I ▪ ................ ............... ..... ............ . LIE.EPT1 1:T PEP P II4 OP. , r 1, , _. . PAUDOLPH DE d ' ----,-.. a: o I :RIP DP Lu "-.. 2 (04 . ,, - ' P1GE OP , riEmero 7)5 SO ..„---- 1- - ,---- 14*PTHING:1)Ft CT ,• ',10:' EL( i PERI', PA o ILJ 7.-- ri -- 'I' 'rjr--(71---- ------ 1 .,, ,----- -7' \ -- ,-/-.-• ,- , .... _ _, Wirth.ST 22 \._fl 1 ///P»11 ev P.7r 3,": i / / E.' ''1''''ti,' Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results John Tower Elementary School April 24, 2012 Street: Reilly School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Hooper Location 2: Dewy Active time 1: 7:20 AM to 4:00 PM Active time 2: 85%Speed Westbound: 31.9 mph 85%Speed Eastbound: 33.5 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 851h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85`"percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S p ri endent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly Rd @ Dewey A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the West lane on Reilly Rd @ Dewey in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 12:00 PM and concluded on 01/10/2006 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 444 vehicles passed through the location with a peak volume of 45 on 01/09/2006 at 03:0CI PM and a minimum volume of 0 on 01/09/2006 at 08:45 PM. The AADT Count for this study was 444. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 24 mph with 19.0 percent exceeding the posted speed of 30 mph. The HI-STAR found 0.76 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 31.91 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 389 which represents 99.00 percent of the total classified vehicles. The number of Small Trucks in the study was 3 which represents 0.80 percent of the total classified vehicles. The number of Trucks/Buses in the study was 0 which represents 0.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/09/2006 at 03:00 PM the average headway between the vehicles was 19.57 seconds. The slowest traffic period was on 01/09/2006 at 08:45 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 35 and 70 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Reilly Rd @ Dewey A study of vehicle traffic was conducted with HI-STAR unit number 3837. The study was done in the East lane on Reilly Rd @ Dewey in Wichita Falls, Tx in Wichita county. The study began on 01/09/2006 at 12:00 PM and concluded on 01/10/2006 at 12:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 298 vehicles passed through the location with a peak volume of 18 on 01/10/2006 at 07:45 AM and a minimum volume of 0 on 01/09/2006 at 07:30 PM. The AADT Count for this study was 298. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 26 mph with 27.9 percent exceeding the posted speed of 30 mph. The HI-STAR found 1.09 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 25 mph and the 85th percentile was 33.56 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 269 which represents 97.50 percent of the total classified vehicles. The number of Small Trucks in the study was 4 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 0.70 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/10/2006 at 07:45 AM the average headway between the vehicles was 47.37 seconds. The slowest traffic period was on 01/09/2006 at 07:30 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 35 and 72 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 John Tower School Zone Map i •r!i a•ma■•Ir••in do a I eatilln•rr` ■NIwMwM�1►r� LIBEP.T,_ T_ _PEPPINOP r, I '..'-'' f P.,1.,:,-I PH OP _______...,.// (--...' o6,. _ 7_-..„ i P=GEUF `E P9 r. 75 El '?7PTHINGT')NCT c c ( `,--,,,,. .__. w PEILLt PD_11._ W ) i r C E ifitIRrST ) ){ .. "` 0 'IT-N T \, "7,....„, 4 Tlti:P STI\ f"7 PI}N,I:fP'�T f LI Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results John Tower Elementary School April 24, 2012 Street: John Tower School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Reilly Location 2: Hooper Active time 1: 7:20 AM to 4:00 PM Active time 2: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S i ndent Traffic Engineering Department City of Wichita Falls John Tower School Zone Map ...„,.$0 I •.................... I .........„„.r... ......,-..•- 1 1 ,..- LIE,EPTt..:T._ P EP P DI DP.... E ir. ..... . I-kiii'APH DP C7; (ss.' a. o ,L• k_ „ L.DP tu •• ,.. _. 7 3-GEDP .1. _J I', JEEP!) 911/EirjEciisELli 'MP THING10D C T e __Fy I . PE ILLYPO_ I , \ \ m a. w CEUTlip, \ ' . ,., ..,-,.........: 711-,1:T 2 2 /i I '". EEP;IT t 1 I,,,,////// \ i- mop 7 • PE,N / I Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Kate Burgess Elementary School March 29, 2012 Street: Maurine School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Ridgeway Location 2: N. Beverly Active time 1: 7:15am-8:45am Active time 2: 3:15pm-4:00pm 85% Speed Eastbound: 30.24 mph 85%speed Westbound: 40.00 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. r/ Traffic :u• •ri pendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Maurine @ Burgess School A study of vehicle traffic was conducted with HI-STAR unit number 2912. The study was done in the Westbound lane at Maurine @ Burgess School in Wichita Falls, TX in Wichita county. The study began on Mar/06/12 at 10:00 and concluded on Mar/06/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 119 vehicles passed through the location with a peak volume of 17 on Mar/06/12 at [12:15-12:30] and a minimum volume of 6 on Mar/06/12 at[11:00-11:15].The AADT count for this study was 952. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 34 MPH with 37.93% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 40.00 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 1 5 25 41 26 10 4 2 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 107 which represents 92 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 9 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 107 8 0 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/06/12 at [12:15-12:30] the average headway between vehicles was 50 seconds. During the slowest traffic period, on Mar/06/12 at [11:00-11:15] the average headway between vehicles was 128.571 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 76.00 degrees F. Mar/29/1215:45 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Maurine @ Burgess School A study of vehicle traffic was conducted with HI-STAR unit number 2914. The study was done in the Eastbound lane at Maurine @ Burgess School in Wichita Falls, TX in Wichita county. The study began on Mar/06/12 at 10:00 and concluded on Mar/06/12 at 13:00, lasting a total of 3.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 109 vehicles passed through the location with a peak volume of 15 on Mar/06/12 at [12:15-12:30] and a minimum volume of 4 on Mar/06/12 at[11:00-11:15]. The MDT count for this study was 872. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 31.48% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 39.05 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 0 4 7 28 35 21 10 1 1 1 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 102 which represents 94 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 6 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 102 4 2 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/06/12 at [12:15-12:30] the average headway between vehicles was 56.25 seconds. During the slowest traffic period, on Mar/06/12 at [11:00-11:15] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 70.00 and 89.00 degrees F. Mar/29/12 15:44 Page: 1 Burgess Elementary Speed Zone Map \\\1, !, \ i -. . , (>... \\\\\\ \ ''- . ,. -. ..,. 0 PO ANN E DP X \ \ ‘ , - ..,__. I I I ----1 i i tu - 0_ - a o 375 0 0,075 Kies Wichita Falls Traffic Engineering Speed Zone Study " Engineering and Traffic Investigation Results Kate Haynes Elementary School April 18, 2012 Street: Jo Ann School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: 200 foot north of Katherine Location 2: 300 Foot south of Katherine Active time 1: 7:30am-8:45am Active time 2: 3:00 pm-4:00 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Su e n endent Traffic Engineering Department City of Wichita Falls a Kate Haynes School Zone Map v j.i7 et ''''' ''''.- 14 ' ' -L 12 ) , ...,. ,. ....,,i,,..-k, ,`.--•-.. .4 .41 5,j.1`..1 . ., .z1,1,) , ., .......... , .„.,_ ,,,, ,.., . ..._ ' ',,;; „,,,,,IA , 1 , i ,,,, ' „- 'fA.Y4 110 ' ' .,,‘„,1 g •-r"! .....-- 4..i. ....... .. ... ._•,ti ‘`'..iil•91 , , .. . „ rJ i` e• . '..A. - i'.., ' . 4....1 1 i,.:,i4., . . .... ,. .,.,,,s . :, :,....- • , 1/4.\\'' :,,..., , , , . ....„4„,.„. .4100. „,..„,, , . , s.„..,....„ ..„,„ .... „ L•a.); "21.14/2Z7iair r..../..:LII...:11 iv.-.1.-. ii S Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Kate Haynes Elementary School April 18, 2012 Street: Katherine School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Hooper Location 2: Billie Active time 1: 7:30am- 8:45am Active time 2: 3:00 pm-4:00 pm SCHOOL ZONE DESIGN. The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. 11) Traffic •enntendent Traffic Engineering Department City of Wichita Falls Kate Haynes School Zone Map ;21 �' ,r i4 C y ealr 1 i r .� .„/ . °d ,r ,J.; P r:1 Mir "' 5 �.. 1911, m VY . ' — 11' ' • ,i1 ,-.4.0 j ' ' 0 �r *r , '' - irir iiiiiti 1 . t a I II iy11. ",, ,.. ..,0 la i •r, 'N.k:. i„mil • .. ..,,,,.., , .,0...x......_.„ , 0 . . tE=13 '� x \ , 05 o t,jr... ,,,,:,,t, i."''.11.,!1100:.1,101 ,:' ,\ " r " ,,, ,;.,If � I" '', r"''''',.;'""' war L Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Kirby Jr. High April 19, 2012 Street: Loop 11 School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: N. Beverly Location 2: Ledford Active time 1: 7:00 am-8:00 am Active time 2: 2:45 pm-3:30 pm 85%Speed Northbound: 54.48 MPH 85%Speed Southbound: 50.88 MPH SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u e i endent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Loop 11 Near Atwoods A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the South Mid lane on Loop 11 @ Atwoods in Wichita Falls, Tx in Wichita county. The study began on 07/06/2004 at 01:30 PM and concluded on 07/07/2004 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,696 vehicles passed through the location with a peak volume of 79 on 07/06/2004 at 05:15 PM and a minimum volume of 1 on 07/07/2004 at 02:45 AM. The AADT Count for this study was 2,696. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 44 mph. The HI-STAR found 4.38 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 45 mph and the 85th percentile was 50.88 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,633 which represents 97.70 percent of the total classified vehicles. The number of Small Trucks in the study was 27 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 9 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 26 which represents 1.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/06/2004 at 05:15 PM the average headway between the vehicles was 11.25 seconds. The slowest traffic period was on 07/07/2004 at 02:45 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76 and 136 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 91.67 percent of the time. 01/30/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Loop 11 Near Atwoods A study of vehicle traffic was conducted with HI-STAR unit number 3856. The study was done in the North Mid lane on Loop 11 @ Atwoods in Wichita Falls, Tx in Wichita county. The study began on 07/06/2004 at 01:30 PM and concluded on 07/07/2004 at 01:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,503 vehicles passed through the location with a peak volume of 31 on 07/06/2004 at 04:45 PM and a minimum volume of 1 on 07/07/2004 at 01:00 AM. The AADT Count for this study was 1,503. SPEED At least half of the vehicles were traveling in the 45 -49 mph range or a lower speed. The average speed for all classified vehicles was 48 mph. The HI-STAR found 12.3 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 45 mph and the 85th percentile was 54.48 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,482 which represents 98.60 percent of the total classified vehicles. The number of Small Trucks in the study was 10 which represents 0.70 percent of the total classified vehicles. The number of Trucks/Buses in the study was 4 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 7 which represents 0.50 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/06/2004 at 04:45 PM the average headway between the vehicles was 28.13 seconds. The slowest traffic period was on 07/07/2004 at 01:00 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76 and 138 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/30/2012 Page: 1 Kirby School Speed Zone Map \ \ • (\,(3\ \ ,, _________ ..., , \ . .,," ./,, N.,.„ k . dil, _ ._...___ , -.>\,,, , , „>: , .,, \, . . , \ \\ '' \' P..,,. ,eor , �_ 3 W C I -4 1- _�. _ 0.0 3750 0.075 Miles Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Lamar Elementary April 19, 2012 Street: Hines School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Near Lisbon Location 2: Near Lucas Active time 1: 7:30 am-8:45 am Active time 2: 3:00 pm-4:00 pm 85%Speed Northbound: 85%Speed Southbound: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Tra c u tendent Traffic Engineering Department City of Wichita Falls 0 Lamar Elementary Speed Zone Map - MA Ill IN-;E //\"\\N-.------ _I ii ri I Rah. 9 -! ull ;:DELH Jam' \\"--- TIII: J 6, _y\ I Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Lamar Elementary April 19, 2012 Street: Lucas School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Sunnyside Location 2: Kimberly Active time 1: 7:30 am-8:45 am Active time 2: 3:00 pm-4:00 pm 85%Speed Westbound: 24.17 85%Speed Eastbound: 27.53 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85'h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic r endent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lucas @ Hines A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the West lane on Lucas in Wichita Falls, Tx in Wichita county. The study began on 08/31/2005 at 01:00 PM and concluded on 09/01/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 304 vehicles passed through the location with a peak volume of 44 on 09/01/2005 at 07:30 AM and a minimum volume of 0 on 08/31/2005 at 01:15 PM. The AADT Count for this study was 304. SPEED At least half of the vehicles were traveling in the 15 - 19 mph range or a lower speed. The average speed for all classified vehicles was 19 mph. The HI-STAR found 1.11 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 24.17 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 176 which represents 97.80 percent of the total classified vehicles. The number of Small Trucks in the study was 2 which represents 1.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 2 which represents 1.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 09/01/2005 at 07:30 AM the average headway between the vehicles was 20.0 seconds. The slowest traffic period was on 08/31/2005 at 01:15 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76 and 144 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Lucas @ Hines A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the East lane on Lucas in Wichita Falls, Tx in Wichita county. The study began on 08/31/2005 at 01:00 PM and concluded on 09/01/2005 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 738 vehicles passed through the location with a peak volume of 36 on 09/01/2005 at 08:00 AM and a minimum volume of 0 on 08/31/2005 at 11:30 PM. The AADT Count for this study was 738. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 22 mph. The HI-STAR found 0.31 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 20 mph and the 85th percentile was 27.53 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 636 which represents 98.50 percent of the total classified vehicles. The number of Small Trucks in the study was 9 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 1 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 0 which represents 0.00 percent of the total classified vehicles. HEADWAY During the peak time period, on 09/01/2005 at 08:00 AM the average headway between the vehicles was 24.32 seconds. The slowest traffic period was on 08/31/2005 at 11:30 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76 and 144 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Lamar Elementary Speed Zone Map VI 111 PO I1 HlIII':E li i✓ 1 $ • t I 1 gAL — -1, - 7E 111 f=OOEP,21.0 -- - • "`� 0.0M 50 O.035 rafts Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results McNiel Jr. High April 19, 2012 Street: Southwest Parkway School Zone Control: Flasher Speed Limit when active: 35 mph Normal Speed Limit: 45 mph Location 1: Cape Cod Location 2: Spring Shadow Active time 1: 7:00 am-8:00 am Active time 2: 2:45 pm-3:00 pm 85%Speed Westbound: 45.39 mph 85%Speed Southbound: 41.79 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. ' I l Age _Traffic ' u•- 'tenden_ Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 369 &Barnett A study of vehicle traffic was conducted with HI-STAR unit number 3832. The study was done in the west lane on 369 &Barnett in Wichita Falls, TX in Wichita county. The study began on 10/07/2005 at 05:00 PM and concluded on 10/09/2005 at 12:00 PM, lasting a total of 43 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 9,524 vehicles passed through the location with a peak volume of 161 on 10/07/2005 at 07:30 PM and a minimum volume of 1 on 10/09/2005 at 06:00 AM. The AADT Count for this study was 5,316. SPEED At least half of the vehicles were traveling in the 25 -29 mph range or a lower speed. The average speed for all classified vehicles was 29 mph. The HI-STAR found 3.30 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 45.39 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 9,024 which represents 95.80 percent of the total classified vehicles. The number of Small Trucks in the study was 284 which represents 3.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 68 which represents 0.70 percent of the total classified vehicles. The number of Tractor Trailers in the study was 42 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 10/07/2005 at 07:30 PM the average headway between the vehicles was 5.56 seconds. The slowest traffic period was on 10/09/2005 at 06:00 AM. During this slowest period, the average headway was 450.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 56 and 110 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: 369 & Barnett A study of vehicle traffic was conducted with HI-STAR unit number 3837. The study was done in the east lane on 369 & Barnett in Wichita Falls, TX in Wichita county. The study began on 10/07/2005 at 05:00 PM and concluded on 10/09/2005 at 12:00 PM, lasting a total of 43 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 7,833 vehicles passed through the location with a peak volume of 190 on 10/08/2005 at 12:30 PM and a minimum volume of 0 on 10/08/2005 at 04:30 AM. The MDT Count for this study was 4,372. SPEED At least half of the vehicles were traveling in the 20 -24 mph range or a lower speed. The average speed for all classified vehicles was 27 mph. The HI-STAR found 1.50 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 15 mph and the 85th percentile was 41.79 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 7,407 which represents 95.60 percent of the total classified vehicles. The number of Small Trucks in the study was 239 which represents 3.10 percent of the total classified vehicles. The number of Trucks/Buses in the study was 75 which represents 1.00 percent of the total classified vehicles. The number of Tractor Trailers in the study was 26 which represents 0.30 percent of the total classified vehicles. HEADWAY During the peak time period, on 10/08/2005 at 12:30 PM the average headway between the vehicles was 4.71 seconds. The slowest traffic period was on 10/08/2005 at 04:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 56 and 111 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 McNiel Jr. High Speed Zone Map v''' cX , . ,,,,,,,,,, (""----"-__ ><:1, (,, ' / W ✓���' C rLI, P_tPEMIEEtiOP o i a -E i ,,\:\N„ :"N.\,4: , ,izi � ; \ _.. PPI.-'YE '1� �•h I II •DT OP I f o{ — i ,i UPI! DP - I � ID 1 0.0 325 0.0 I S Mile '___,--.- —..-- Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results McNiel Jr. High April 19, 2012 Street: Barnett School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 35 mph Location 1: Montreal Location 2: Langford Active time 1: 7:00 am-8:00 am Active time 2: 2:45 pm-3:00 pm 85% Speed Northbound: 45.53 mph 85%Speed Southbound: 49.38 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85U'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Ar Traffic ' u,e -tendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett @ McNiel Jr. High A study of vehicle traffic was conducted with HI-STAR unit number 3823. The study was done in the South - Left lane on Barnett @ McNiel Jr. High in Wichita Falls, TX in Wichita county. The study began on 07/22/2008 at 12:30 PM and concluded on 07/23/2008 at 11:00 AM, lasting a total of 22 hours, 30 minutes. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,756 vehicles passed through the location with a peak volume of 153 on 07/23/2008 at 10:45 AM and a minimum volume of 0 on 07/23/2008 at 03:45 AM. The AADT Count for this study was 1,873. SPEED At least half of the vehicles were traveling in the 40-44 mph range or a lower speed. The average speed for all classified vehicles was 41 mph. The HI-STAR found 3.69 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 40 mph and the 85th percentile was 49.38 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 658 which represents 97.20 percent of the total classified vehicles. The number of Small Trucks in the study was 13 which represents 1.90 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.40 percent of the total classified vehicles. The number of Tractor Trailers in the study was 3 which represents 0.40 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/23/2008 at 10:45 AM the average headway between the vehicles was 5.84 seconds. The slowest traffic period was on 07/23/2008 at 03:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 148 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Barnett @ Mcniel Jr. High A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the North lane on Barnett @ Mcniel Jr. High in Wichita Falls, TX in Wichita county. The study began on 07/22/2008 at 12:30 PM and concluded on 07/23/2008 at 12:30 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,636 vehicles passed through the location with a peak volume of 72 on 07/22/2008 at 07:00 PM and a minimum volume of 0 on 07/23/2008 at 01:45 AM. The AADT Count for this study was 2,636. SPEED At least half of the vehicles were traveling in the 35 - 39 mph range or a lower speed. The average speed for all classified vehicles was 39 mph. The HI-STAR found 2.02 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 45.53 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 2,195 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 32 which represents 1.40 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.10 percent of the total classified vehicles. The number of Tractor Trailers in the study was 2 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 07/22/2008 at 07:00 PM the average headway between the vehicles was 12.33 seconds. The slowest traffic period was on 07/23/2008 at 01:45 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 85 and 148 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/25/2012 Page: 1 McNiel Jr. High Speed Zone Map , 7 \ . y"..)/". c ' ...______N • ... - --7 PjiPE.riEES DA 2, r — _(: al a. es , ( .. . D---,— . H. 1 Wirrweit.T PlqN i iii " I' • --- . 1 116111116 ---- i \A..„............. *:\\), 1 ..,.—p F 1_ATE imm . • / rff IMP IP ok I ...., SI 'PI'I , co trOtiT OP o r 6_ -- •—• 0 = r OlaLIPL r,F c Lcc — I I 1 ,-, 4 ?ilk — -1 1 ILI .3 0 0 8 325t! 0.0-5 hill qi —...— Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Milam Elementary April 19, 2012 Street: Rhea School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Level! Location 2: Featherston Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: mph 85%Speed Southbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be induded in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`h percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic tendent Traffic Engineering Department City of Wichita Falls Milam School Speed Limit Map T ; ' 7 , m • '*P� 400, y s J °+.fir ,, . .,�.. _ +w 1. ° ';',"0 o<ot • � _ `' �'' ,� _ . . •ter w '�." l '"` �" t iik 6 r. . 4 • w _ ; „ . k 4 T 1 1#'—'70- '-- T r . .,. . , :::_...:,. ..„ ...„.....„ ..., i ,„, ap , i, 1,-111 . yr 1 • •r�elwr1c0Yil "rpk• If ppr i T 4 1' lip + 00.40 ii.pro• a*pkgoidigagiA odappko,. -' 1 .14"."111 g, .... gia _ ...... , ii .... ___, .,. mrc .a m tip. Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Milam Elementary April 19, 2012 Street: Stearns School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Rhea Location 2: Boren Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: mph 85%Speed Southbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 859"percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S i n en Traffic Engineering Department City of Wichita Falls Milam School Speed Limit Map 1 w Aill` ` _ ` w„ F -,TT;.E w rat w d � a vir " 1 "sus " r AMA; .,a .. , " -' t 'f , wII. 4 w*e.*.y-I am. y+ --yyy� �..�.r.y++ .; -1.... 2-: yyu�a ,/��p+I� �,.., IR r 6 M IP)* i Il a I.IR. e p im p yM;.,.y ,,a... 414, y + �X' , ♦ ^^., " 'r .1. . . q b4r9e 1(eIt #4 E . I' " !V )1/1 *° ?11 .10.1-11e owl II* M Ala AIKI.+a ! " a w 4 '.R, a& 'a .w 4 n . 9 rt4 4_. _ r DN[1 + CM 5 Mile Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Notre Dame Elementary April 19, 2012 Street: Lansing School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Kingsbury Location 2: Berwick Active time 1: 7:30 am-8:45 am Active time 2: 3:30 pm-3:45 pm 85%Speed Northbound: mph 85%Speed Southbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN e The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic p ri endent Traffic Engineering Department City of Wichita Falls Notre Dame School Speed Limit Map t. ./.,:".4.: ` l . ,,,,,,,li .,— a Ifilk i ile i ,.s. A . "r'i, rt ,,,„ g 1 i caw ,,,4 tiv 14,„r , I llielEPPIP a4 Y ., 4 4 _.. I rCl illi. I '_ oo 1hr , A '*1„41'14111. 1111:k y. Y NYIxAL y V ,+__ 4111L rl� M ICY ,�ry ^� fps ^/q 4 ; . s ` i. Ilk at litli, ' w 1 a . i,* 4 r — 71 '0 r. m�' 'nary" w ,. s � . �ium , AY iii I t 11 , 111%ir " +Mr I. s w A . it , it rr.» • 4 1 wn � �� ""fir'_ , _� - ,. - , Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Notre Dame Elementary April 19, 2012 Street: York School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Belgrave Location 2: Pennsylvania Active time 1: 7:30 am-8:45 am Active time 2: 3:30 pm-3:45 pm 85%Speed Northbound: mph 85%Speed Southbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`"percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85`"percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. / / Traffic Supf i =nsent Traffic Engineering Department City of Wichita Falls Notre Dame School Speed Limit Map 4/17k_ ,. � � ' � tollitil ' - ,i* ,, 'INK- ,'''' ,, -'..... .,..------, ''' ior r, ' ' s' ',7 -40- ',,,,, . ,,.,:.; , ,,..,,,,,,,,,,,,,,,:;:".._,..„-4.-' ,.,, ' ,, c ii y w ^ , r k r w • a 001 ilk a w ; %AP 0. AA r,; mil �C L. .,, :„..., „, ,. . ..„,,,,,,„ a �� PI '.;T Ate° �` 41 ,. LS'-:, „ �ra Y !t a;�w.. a „�. ^^.• ,w 4,.... orr. *� •EEP. 1 OP�.. �^ g' V .'In ,.. r ba , " r i • aw , .,,. g # atI. ie'" b * �w" " �r . . , ^ e: I Host i.11/: a '� r Y " I 1 11 1 ^ N'J D G n .E 14r, .. a w 4. `i ..E r.- ..:�" i ,+ 4 `+ "m .r r. 410, z �f * E swiolt rdcw i +CF' LJH- L — . �: ,iiff � - �bu1'. it r �I M41 , ■ ,.',, • II 3 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Rider High School April 19, 2012 Street: Cypress School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Lindale Location 2: Spanish Trace Active time 1: 7:15 am-8:30 am Active time 2: 2:30 pm-3:15 pm 85%Speed Northbound: 24.80 mph 85%Speed Southbound: 24.80 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u tendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Cypress @ Lindale A study of vehicle traffic was conducted with HI-STAR unit number 3752. The study was done in the Southbound lane at Cypress Lindale in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Mar/01/12 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 710 vehicles passed through the location with a peak volume of 81 on Feb/29/12 at [15:00-15:15] and a minimum volume of 0 on Feb/29/12 at [22:00-22:15]. The AADT count for this study was 710. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 21 MPH with 2.56%vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.28 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 24.80 MPH. < 5 10 15 20 25 30 35 40 45 50 55 85 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 17 294 299 64 12 1 49 1 1 0 1 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 664 which represents 94 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 40 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 66434 5 1 00 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/29/12 at [15:00-15:15] the average headway between vehicles was 10.976 seconds. During the slowest traffic period, on Feb/29/12 at [22:00-22:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 48.00 and 103.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/19/12 15:43 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Cypress @ Lindale A study of vehicle traffic was conducted with HI-STAR unit number 1532. The study was done in the Northbound lane at Cypress @ Lindale in Wichita Falls, TX in Wichita county. The study began on Feb/29/12 at 11:00 and concluded on Mar/01/12 at 11:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 1301 vehicles passed through the location with a peak volume of 110 on Mar/01/12 at [07:30-07:45] and a minimum volume of 0 on Feb/29/12 at [19:45-20:00]. The AADT count for this study was 1,301. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 21 MPH with 1.46% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.24 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 24.80 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 187 272 616 9944 2 7 3 0 3 0 2 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 1110 which represents 90 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 126 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 ' -to to to to to to to to 21 39 49 59 69 79 139 > 1110 80 36 3 1 4 2 0 CHART 2 HEADWAY During the peak traffic period, on Mar/01/12 at [07:30-07:45] the average headway between vehicles was 8.108 seconds. During the slowest traffic period, on Feb/29/12 at [19:45-20:00] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46.00 and 107.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Page: 1 Apr/19/12 15:44 . _ Rider School Speed Limit Map liv;, - i i,.... ,.. I ... . ,_ .74 "., ',41P,41 ...- - • 4 .,,,..• , 1,1,1„., , • 'il, 4 ''''S ...IV , I , .....' • It ‘.' N•44.1' .% ILIk. of it, 4 it." • vet Jib • a'''''.;F:'- ot, * • k . loot Jillik, *1— II ..._,_ L, fitt,t '.. ,---.4A. .00 .. . .. . „,_.... . ,N 7. II• "„ N 11- "." JIIP . N -de'''. 10 '1,'''''''''''''`'''''2-7-":' ''''''' I '43* ' ,,,'••• I '' -, '' ''' .1 111 1 ' 1 ' . 11( .„.‘^' ' .111111.1 . -A ,, ‘,. '.'''' ,".-- • ', • „,,, 40" " 41' ' ' ", ' If _... 1 . 4 e• _ , , ..,i..,-- _.1 ,7,-,4,0 7,* , -1 . . . *Ir, ".":".',,,, ' . I. It -j i t., l' be i di ot 1 . - i I Ilki 11 ',,.A , .,. or 1- 4. I 1 ria , , el,Air ": —1'. II" L 1- 1414 4: 1, .16 *i 4 ',1,, 11 * 4e.., 140"Ht1.'v lire ' 4 _I ,'„7itil i ',', , . it•?r 7, ...L. At I kg- " 4 A 1 If '' I 1 pi ' gat' lir' 4 ' - IP 4 ift 11* pi, 4 ik *,* .1 't: .: PT, iip' li a Ar., , , 1 ..,,,, ,„, ,, 1,4„.. it, i , 411 1 11147 Al ...2 14 41,101 NW, 11 lir' .' It 404; 1 „.1 r il r ,,„, „ . ,. . ... . ., , - g. 1140'16 04 ' „. ' , ,..=,, ,, .. 4 ,P.r '',4 ,lip . It • 17111 go ' I le, • I. 'NH ,, -.6" 116 ~-......- '1IP • "t 1 , ' I " ' VIC:i ,.. -770041 . ' ',- ' f?' lir 'H'i 'JP ,11 .1. Pt, .. ' r I r " ii ,:,,j,i W ' E - . n 11.' "r. , 44070.1, /Ilhat 1 11! 1 tr-' lbw Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Rider High School July 27, 2012 Street: Raider School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Johnson Location 2: Cypress Active time 1: 7:15 am-8:30 am Active time 2: 2:30 pm-3:15 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85w percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u,F m -ndent Traffic Engineering Department City of Wichita Falls r' Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Rider High School April 19, 2012 Street: Lindale School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Cypress Location 2: Brookdale Active time 1: 7:15 am-8:30 am Active time 2: 2:30 pm-3:15 pm 85%Speed Northbound: 24.80 mph 85%Speed Southbound: 24.80 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S e t ndent Traffic Engineering Department City of Wichita Falls Rider School Speed Limit Map ,.. J.1 , _ irtivool ‘:,,, t..........______..„,,,25 ..... ',. \ ',- -,1 - - — . ,, , '' ,1,, I -.' ' 4, ' '; ( i.. ". 10 ' ".... -..,e'-'7" -* ' . tl."<. .77 Ck•-•,,,,.' ' •..il 1 . • . - e.. .i.1 r'' 44. " ! voilhAZ < ' ' ',...,,...... , . . . , , ..-. _.„ Nn. -47/1 , .:,.,,‘..-A4),...',..t.,,,i,„•-t-. ,,, , , ,, '' --- aid .1 N., N., - . , ' ', ','IX „INA, ,t, '''.s :A _ ,., ,. likiftw' 1 *- --40.11 ,,•,,o ". --- „..--P-...-,7,-\\ \,,,, , .,.... .1........ i , , ,ik \IP- ,i... .1 it.°le ot ' .._.A. - --:,,.,"Ill°. tip t - ' - ' . ' L ' 06 ' 11 'I' ir.,, * 1 . , 4, 4\„'',_....--7.-..„ ""1111H„ , ..... , di.. ' ,41,,-- 1, ,., 1..t. c... * i . ' I * .:, to )..-ji_ .I% , ao: I, it ) Ir IF T iro* lit- ,11.7 I, , lir,' I, a'17,4 F 1111 P 7...11 Z.,'j h t ' V -1 IS -1, i Itil 414 ai,_. OP .111/ jk 1 .-.... a *,0 AIt .- 4,0 , .11... 1 r ''' I. - r ' J" ' ""1, Ir - ii - 11. II ii * 1 47 it 2 t IP , , , a. aiai ,'%,, 1 Ili ., - r , ..a: i 44 or;'Irk ' - 1 i'dikl WI i 1 '.,a,.." air, ' %; . --111. ' ' - ' It:, „ , , IP • VI P air "11 - ' j i 1 V ' •Ir" \ • r- , 4 40 i ' '1 v. ' ' ' ' - "(fibs'. lb ' lir Lig, - . ' nil , J.- It-:: , - „ , * „r„,- ' -It _. ir ' ill° i 4. 116. '. ,P. , f " ill . - ' • J.,., 11 ' " 1. • •-t I .. :' c ' ... '1.L. .,._„.2.1_ ..._, ..,....tAk-......,044. ..--,41111 . , '',.....„„ Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Scotland Park Elementary April 19, 2012 Street: N. 6th School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Service Road Location 2: L. Esquibel Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 85%Speed Southbound: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`'percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume. Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Su e dent Traffic Engineering Department City of Wichita Falls Scotland Park School Speed Zone Map \ \ ti \ 1 i \\,\\. . �. \\\ \ II 7M.T _ P t. �. � \ ,, \'\' \, -: \ \\NN,, , • P NN,N .N, .. 1111 0.0n52), 0.035 + es Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Scotland Park Elementary April 19, 2012 Street: N. 3rd School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Service Road Location 2: Stratford Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: mph 85%Speed Southbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85"'percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Su ndent Traffic Engineering Department City of Wichita Falls 14 Scotland Park School Speed Zone Map .:11\7..... . ' ,7,.. \\\\ \ . _1 \ '1 1' i ,� g * 4''-a-ji'\, I.,_.4';6.4k-4-'4 fr , 111 il i' llir.' ''' ..., \\\\\\%'N. --. i ' .2NN, -., r ,,, \ID ( ,.. , n 01:133_1..75c' a4ss Ws �ti Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Scotland Park Elementary April 19, 2012 Street: Stratford School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: N. 2rd Location 2: N.6th Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: mph 85%Speed Southbound: mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Sup rin ent Traffic Engineering Department City of Wichita Falls Scotland Park School Speed Zone Map , \ ". n TH t . I Et .Na-mr in ._ -- \ - 1 ) ., \\\\1 A.a‘r, - Ieky \ \ i _ if _ \93 1 \:\NN N NN\\ Alt 0.0835 11035 Miles ..,.--ram Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Scotland Park Elementary April 19, 2012 Street: N. 5th School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Stratford Location 2: L. Esquibel Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 85%Speed Southbound: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Superintendent Traffic Engineering Department City of Wichita Falls Scotland Park School Speed Zone Map \\\\\., \ 1 I .\"\ I' p 7n'Y Mll 'M"Mi..... 4Mg'lliL-W:_, Z \.\, ' -a. ._.�. - --.F.A•vii .'*- -2‘ i ,. +I 1- k \ ',,,..,_. .-t Ire) ( , \\\N\ NNN\NNN NNN::\\'l NN:N - ' �\ fh0+ s�� 0.035 Miles :r Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Scotland Park Elementary April 19, 2012 Street: N. 4th School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: N. Broadway Location 2: Stratford Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 85%Speed Southbound: SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85'"percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S i ndent Traffic Engineering Department City of Wichita Falls Scotland Park School Speed Zone Map 4 1 \\ \ , li +14111MCw'armir" .in- ji 7 c \ Rf"e • '\ \\\.\ '''' '7 - RI. 'T.9 :\\N\NNN\\\\\\NNN:>-NN:NN'44 .' 1 ,1 15 r 0.0E?o,17,..r 0.035 ;..• .. 111 III 1 iii Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Scotland Park Elementary April 19, 2012 Street: Louis Esquibel School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: N. 3rd Location 2: N. 7th Active time 1: 7:30 am-8:45 am Active time 2: 3:15 pm-4:00 pm 85%Speed Northbound: 14.2 mph 85%Speed Southbound: 25.0 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S e t ndent Traffic Engineering Department City of Wichita Falls Scotland Park School Speed Zone Map \ 1 ., JJ W • \ .1.7' rr Z \\\\\\ I! tt \\:"' f \\\\:\:..\\NN, ,..„,_ N,N\ NN.. ,,, r ID ( N._ . 0.05) 0.035 Iwillk I� III I 1 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Southern Hills Elementary April 19, 2012 Street: Midwestern Parkway School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 40 mph Recommended Speed When Active:25 mph Location 1: Beth Location 2: 38th Active Time 1: 7:15 am-8:45 am Active Time 2: 3:15 pm-4:00 pm 85%Speed Westbound: 40.61 85%Speed Eastbound: 42.37 SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85°i percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic u i tendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern@Armory A study of vehicle traffic was conducted with HI-STAR unit number 3708. The study was done in the East Bound lane on Midwestern@Armory in Wichita Falls, Tx in Wichita county. The study began on 01/25/2006 at 11:00 AM and concluded on 01/26/2006 at 11:00 AM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 2,538 vehicles passed through the location with a peak volume of 73 on 01/25/2006 at 05:15 PM and a minimum volume of 0 on 01/26/2006 at 01:30 AM. The AADT Count for this study was 2,538. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 22.2 percent exceeding the posted speed of 40 mph. The HI-STAR found 1.61 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 42.37 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,951 which represents 98.30 percent of the total classified vehicles. The number of Small Trucks in the study was 19 which represents 1.00 percent of the total classified vehicles. The number of Trucks/Buses in the study was 5 which represents 0.30 percent of the total classified vehicles. The number of Tractor Trailers in the study was 10 which represents 0.50 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/25/2006 at 05:15 PM the average headway between the vehicles was 12.16 seconds. The slowest traffic period was on 01/26/2006 at 01:30 AM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 46 and 84 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Armory A study of vehicle traffic was conducted with HI-STAR unit number 3847. The study was done in the West Lft lane on Midwestern @ Armory in Wichita Falls, Tx in Wichita county. The study began on 01/30/2006 at 01:00 PM and concluded on 01/31/2006 at 01:00 PM, lasting a total of 24 hours. Data was recorded in 15 minute time periods. The total recorded volume of traffic showed 1,465 vehicles passed through the location with a peak volume of 51 on 01/30/2006 at 05:00 PM and a minimum volume of 0 on 01/30/2006 at 11:15 PM. The AADT Count for this study was 1,465. SPEED At least half of the vehicles were traveling in the 35 -39 mph range or a lower speed. The average speed for all classified vehicles was 35 mph with 16.6 percent exceeding the posted speed of 40 mph. The HI-STAR found 0.49 percent of the total vehicles were traveling in excess of 55 mph. The mode speed for this traffic study was 35 mph and the 85th percentile was 40.61 mph. CLASSIFICATION Most of the vehicles classified during the study were Passenger Cars. The number of Passenger Cars in the study was 1,417 which represents 99.40 percent of the total classified vehicles. The number of Small Trucks in the study was 4 which represents 0.30 percent of the total classified vehicles. The number of Trucks/Buses in the study was 3 which represents 0.20 percent of the total classified vehicles. The number of Tractor Trailers in the study was 1 which represents 0.10 percent of the total classified vehicles. HEADWAY During the peak time period, on 01/30/2006 at 05:00 PM the average headway between the vehicles was 17.31 seconds. The slowest traffic period was on 01/30/2006 at 11:15 PM. During this slowest period, the average headway was 900.0 seconds. WEATHER The roadway surface temperature over the period of the study varied between 39 and 82 degrees Fahrenheit. The HI-STAR determined that the roadway surface was Dry 100.00 percent of the time. 01/31/2012 Page: 1 Southern Hills School Speed Zone Map L / 1 2 - A TM P,T 412, . //I 'iklikt)leyiEnioxL:. d s i' i r I '«l , r I I //// l'' b I� A 0. )9531750 0.0— Miles Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Southern Hills Elementary April 19, 2012 Street: Armory School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 40 mph Location 1: 62 foot south of the intersection of Midwestern Location 2: Windy Ridge Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm-4:00 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. / Traffi • i "indent Traffic Engineering Department City of Wichita Falls Southern Hills School Speed Zone Map ,..._ . / / .3- //.: _.... T,TH"..,T : i 1, -12e. ,..-Itit`• .. .. C "M .----- M , E . ) / i 1 /1 , 0 ___ _ / 161 . I // O.08-9:11.P.0 0,035 ====IM . . Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Washington Jackson Elementary School April 24, 2012 Street: Harding School Zone Control: Flasher Speed Limit when active: 20 mph Normal Speed Limit: 35 mph Location 1: Williams Location 2: Irene Active time 1: 7:15 am-8:45 am Active time 2: 3:15 pm—4:00 pm 85%Speed Westbound: 42.5 mph 85%Speed Southbound: 48.7 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 851h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 851h percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic i ndent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Harding @ Otis Polk A study of vehicle traffic was conducted with HI-STAR unit number 2906. The study was done in the East Left lane at Harding @ Otis Polk in Wichita Falls, TX in Wichita county. The study began on Sep/29/11 at 06:00 and concluded on Sep/29/11 at 16:00, lasting a total of 10.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 607 vehicles passed through the location with a peak volume of 63 on Sep/29/11 at [07:45-08:00] and a minimum volume of 1 on Sep/29/11 at [11:30-11:45].The AADT count for this study was 1,457. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20- 25 MPH range or lower. The average speed for all classifed vehicles was 35 MPH with 45.96% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 4.13 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 48.75 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 9 50 112 85 57 72 71 48 35 17 9 7 7 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 478 which represents 82 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 103 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 478 74 13 6 7 0 3 0 CHART 2 HEADWAY During the peak traffic period, on Sep/29/11 at [07:45-08:00] the average headway between vehicles was 14.063 seconds. During the slowest traffic period, on Sep/29/11 at [11:30-11:45] the average headway between vehicles was 450 seconds. WEATHER The roadway surface temperature over the period of the study varied between 64.00 and 105.00 degrees F. Feb/22/12 10:55 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City:Wichita Falls Street: Harding @ Otis Polk A study of vehicle traffic was conducted with HI-STAR unit number 8255. The study was done in the West Left lane at Harding @ Otis Polk in Wichita Falls, TX in Wichita county. The study began on Sep/29/11 at 06:00 and concluded on Sep/29/11 at 16:00, lasting a total of 10.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 362 vehicles passed through the location with a peak volume of 29 on Sep/29/11 at [06:00-06:15] and a minimum volume of 4 on Sep/29/11 at [07:00-07:15].The AADT count for this study was 869. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 35- 40 MPH range or lower. The average speed for all classifed vehicles was 33 MPH with 43.70% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.59 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 35MPH and the 85th percentile was 42.56 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 1 8 29 44 44 66 74 45 22 4 2 1 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 275 which represents 81 percent of the total classified vehicles. The number of Busses & Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 66 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 275 61 2 1 0 1 1 0 CHART 2 HEADWAY During the peak traffic period, on Sep/29/11 at [06:00-06:15] the average headway between vehicles was 30 seconds. During the slowest traffic period, on Sep/29/11 at [07:00-07:15] the average headway between vehicles was 180 seconds. WEATHER The roadway surface temperature over the period of the study varied between 76.00 and 134.00 degrees F. Feb/22/12 10:53 Page: 1 i Washington Jackson School Speed Zone Map • NA, 4i / ( _ IN 1. 1 Ill .. 7 �,.�r�z "_ h. . :.,_ A 1 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results West Foundation Elementary School April 24, 2012 Street: Lake Wellington School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Coventry Location 2: Stirling Active time 1: 7:30 am- 8:45 am Active time 2: 3:00 pm—4:00 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85`h percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends,but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S endent Traffic Engineering Department City of Wichita Falls West Foundation School Speed Limit Map 1 E Ar n. c M� F � W' y � �.w.. N p P , i l a tl k—� � r it 4 ,,, . If f .. .,,, 1 . ansim ii, ilk iiiiirti 17 , ,4 i 4 ---40-„------? Moll --_—__ ii ( gym ! �� , ' I ' ��, m 5,5 �� „r roc e o F� �^ ., I .•� ----- _e tie. "1joilliPil `ll )w + , MIMI ..`I E F- UI— 'SO � _a`� Iii "r!" t t I �� � 1 ," '' r� "III i t, "* r Gb flfl rw, „* t' :, r �'*"Id ra i w t m �+ i ""� p,. ' � lly ? n 11 � d m r�,I Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Wichita Christian Elementary School July 26, 2012 Street: Midwestern Parkway School Zone Control: Flasher Current Speed Limit: 30 mph Recommended Normal Speed Limit: 40 mph Speed Limit When Active: 20 mph Recommended Speed When Active: 25 mph Location 1: Southmoor Location 2: Manor Active Time 1: 7:15 am-8:45 am Active Time 2: 3:15 pm-4:00 pm 85%Speed Westbound: 37.2 mph 85%Speed Eastbound: 38.2 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study. As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders. The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends,but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. / Traffic ' -: -ntendent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern ( Manor A study of vehicle traffic was conducted with HI-STAR unit number 2920. The study was done in the Eastbound left lane at Midwestern © Manor in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 909 vehicles passed through the location with a peak volume of 84 on Mar/21/12 at [13:45-14:00] and a minimum volume of 33 on Mar/21/12 at [10:15-10:30]. The AADT count for this study was 5,454. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30- 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 28.15% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 38.22 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 3 20 40 230 358 185 52 15 1 2 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 870 which represents 96 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 36 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 ' to to to to to to to to 21 39 49 59 69 79 139 > 870 31 4 1 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [13:45-14:00] the average headway between vehicles was 10.588 seconds. During the slowest traffic period, on Mar/21/12 at [10:15-10:30] the average headway between vehicles was 26.471 seconds. WEATHER The roadway surface temperature over the period of the study varied between 56.00 and 83.00 degrees F. Apr/24/12 14:55 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Midwestern @ Manor A study of vehicle traffic was conducted with HI-STAR unit number 8253. The study was done in the Westbound left lane at Midwestern Manor in Wichita Falls, TX in Wichita county. The study began on Mar/21/12 at 10:00 and concluded on Mar/21/12 at 14:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 816 vehicles passed through the location with a peak volume of 69 on Mar/21/12 at [11:15-11:30] and a minimum volume of 33 on Mar/21/12 at [10:30-10:45]. The AADT count for this study was 4,896. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 30 - 35 MPH range or lower. The average speed for all classifed vehicles was 32 MPH with 24.26% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.12 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 30MPH and the 85th percentile was 37.21 MPH. 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 0 1 1 28 190 395 170 22 3 1 0 1 0 0 CHART 1 CLASSIFICATION _ Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 784 which represents 97 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 28 which represents 0 percent of the total classified vehicles. 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 784 25 2 1 00 0 0 CHART 2 HEADWAY During the peak traffic period, on Mar/21/12 at [11:15-11:30] the average headway between vehicles was 12.857 seconds. During the slowest traffic period, on Mar/21/12 at [10:30-10:45] the average headway between vehicles was 26.471 seconds. WEATHER The roadway surface temperature over the period of the study varied between 66.00 and 101.00 degrees F. Apr/24/12 14:55 Page: 1 Wichita Christian School Speed Limit 1 IV mm- to � c tt a 11 r II � i, �' � i �y IkN. rilV r + v, i PO d tr t� v t ._ J n�. '+4 dv 0,0 ilimi, `j v �A. e , 25 liiiii P _ wr t� .. II i 1. 1� 1 a as //he IS , A , 111 ti , Alibi 'alA. .0 a s !,u,_ a y I ip, a., iiii,viiii,„,„,, iii,m ... ilior iiiir lig lit Er ' 7 {+IfTdl•LN, . ' rm«—• iag* t ,« . '� i.. Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Wichita Christian Neta Lane April 24, 2012 Street: Neta School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Jarmon Location 2: Greenbriar Active time 1: 7:30 am-8:40 am Active time 2: 11:00 am- 12:30 pm Active time 3: 2:45 pm -4:00 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 859/percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas,and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. ,i' i • Tra is u nfen2lenL_. Traffic Engineering Department City of Wichita Falls Wichita Christian (Neta) School Speed Zone Map .LLEr O i'a004 0 0.008 Miles Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Wichita Falls High School April 24, 2012 Street: Avenue H School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Giddings Location 2: Monroe Active time 1: 7:15 am-8:30 am Active time 2: 2:30 pm-3:15 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic r enden Traffic Engineering Department City of Wichita Falls Wichita Falls High School Speed Limit Map CIA" '# q , ^^^AAA MN ' - r. - w � ary r r , .rt Ill -'Y, 7 ■'a' 1 � 1iir"I yM n Yr J 0 B 7-.-_.: ./, /J J/ t ff .� .., t. f 1 ���i e • .:i1. pp 4 _ * , Al ft A r. r �" G a iY► 4 ,� d 'r ^j 1. tiu , .' " / .—.�.....� F iww. I Iw w � ,, ,, Vim:I: '' '117:''' x, •LLEI ' lc :.6r ""` �'' ► " 04 a;' . 4.EII I J � ,,> 4PH: ,.,90 . , ,, , ,,,, _ , . ._ ,,,,......, ,1,,, wry .1,,,._ , ...I .,. a 41,1 , t ."". ' R it x I' IwI .. ,Li....-I-N i— T • M � 0 �e _ a '. p r. ! 4. 11 llf d e e 4 w ll W ,1 1 ,M, -To _ a e A i J � � B oti� � are '" i r r,< Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Wichita Falls High School April 24, 2012 Street: Coyote School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Avenue H Location 2: Avenue F Active time 1: 7:15 am-8:30 am Active time 2: 2:30 pm-3:15 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience,the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design:Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area. The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic S e ndent Traffic Engineering Department City of Wichita Falls Wichita Falls High School Speed Limit Map ,:tit,. .. ,,, $6: , �i 'clip!, I! . " ■ C —, I1Gea 1y,�, fr� s - I - �A N. IF MS + i w ' NII 'l rwr 7^ 4 '`'s,„.._., ' 4b . 40 4,"'0,., .41111111_; ' 'PIO 05 i . 1111 4,r 0 1 ..,, 1 w. w, A rill,III - ' ,,+001 „ w 64 1 1 ..I ', 111 1 . IONII '11111wr • IL a ' g0. '11 : I i ' Ill 'l `t i ` Y+ A.. Ia �� I 1 . t. 0 II 11 "40**,44. +F r, 1 ,Ailik .� y`. - p�) )jl 61� I, fl flan. sim f i , .s1 len 41 - 1 - ' s., - --i"-'e- , 1,,.w:. -.ww.....,W,. • L F,ENIrt 1 _ �..x -LLE. ;-' aw ., V E Er11 J_- .�.yMI JO orlilleallitg.°4 tom;; "IS pmyY� a�W ,$ - it fig R,"Xr, �"4 9re-- -: w i `e , mil IPI a It ,.,. w v 1111t I . g. . NE. , MO SO�. I. M6 i f" IF 0110 1 4 ^' 41e, P s. s. .ipp - a I *r or •, - . , L Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Zundy Jr. High School April 24, 2012 Street: Ave G School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Monroe Location 2: Fillmore Active time 1: 7:00 am-8:00 am Active time 2: 2:00 pm-3:30 pm SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school. The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85'h percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85'"percentile for such issues as different results at adjacent speed check stations, crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas. These procedures state that in many instances,trial runs are sufficient. The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study. The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic intende Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Polk Between Ave G and Ave H A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Southbound lane at Polk Between Ave G and Ave H in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 10:00 and concluded on Feb/23/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 246 vehicles passed through the location with a peak volume of 25 on Feb/23/12 at [07:30-07:45] and a minimum volume of 0 on Feb/22/12 at [12:00-12:15]. The AADT count for this study was 246. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 26 MPH with 9.55% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.51 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 29.15 MPH. < 10 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 10 33 72 650 5 0 00 11 2 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 176 which represents 88 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 23 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 176 22 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/23/12 at [07:30-07:45] the average headway between vehicles was 34.615 seconds. During the slowest traffic period, on Feb/22/12 at [12:00-12:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 54.00 and 103.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/24/12 15:10 Page: 1 ,, L Zundy Jr. High School Speed Zone Map ----------___.. ., ----,„.., --::. ,,„... .5- Zil 1' j / , ,s,*,,,, ',', ,'" 7"r ;• ilin„,:,,,,;,,y,,, 11:'' „ r',,, ' /,''''''-':4' '''''"-',..,/ 2 '))) ', !,,,,' "'''', ,111:11...n.,,,,,,,,!!' " mmMr- ,;,-' • , itich 114, il------, „ . ..... ,,,,, Nig, K t' . ', ,• , . .., ,..r r 12 4 1 .--"--.. ..,.., ---.. -' 1 0 . 0 ii., . ---,.. '''''''''''' ,. ' „. Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Zundy Jr. High School April 24, 2012 Street: Ave H School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Monroe Location 2: Filmore Active time 1: 7:00 am- 8:00 am Active time 2: 2:00 pm-3:30 pm 85%Speed Eastbound: 27.6 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require, a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference,and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. Traffic Su el' t ent Traffic Engineering Department City of Wichita Falls Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Polk Between Ave G and Ave H A study of vehicle traffic was conducted with HI-STAR unit number 3835. The study was done in the Southbound lane at Polk Between Ave G and Ave H in Wichita Falls, TX in Wichita county. The study began on Feb/22/12 at 10:00 and concluded on Feb/23/12 at 10:00, lasting a total of 24.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 246 vehicles passed through the location with a peak volume of 25 on Feb/23/12 at [07:30-07:45] and a minimum volume of 0 on Feb/22/12 at [12:00-12:15]. The AADT count for this study was 246. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 20 - 25 MPH range or lower. The average speed for all classifed vehicles was 26 MPH with 9.55% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 1.51 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 20MPH and the 85th percentile was 29.15 MPH. < 110 15 20 25 30 35 40 45 50 55 60 65 70 75 to to to to to to to to to to to to to to to 9 14 19 24 29 34 39 44 49 54 59 64 69 74 > 0 10 33 72 65 0 5 0 0 0 11 2 0 0 1 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 176 which represents 88 percent of the total classified vehicles. The number of Busses &Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 23 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 176 22 1 0 0 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Feb/23/12 at [07:30-07:45] the average headway between vehicles was 34.615 seconds. During the slowest traffic period, on Feb/22/12 at [12:00-12:15] the average headway between vehicles was 900 seconds. WEATHER The roadway surface temperature over the period of the study varied between 54.00 and 103.00 degrees F. The HI-STAR determined that the roadway surface was Dry 100.00% of the time. Apr/24/12 14:56 Page: 1 Nu-Metrics Traffic Analyzer Study Computer Generated Summary Report City: Wichita Falls Street: Ave H @ Taylor A study of vehicle traffic was conducted with HI-STAR unit number 2884. The study was done in the Eastbound lane at Ave H @ Taylor in Wichita Falls, TX in Wichita county. The study began on Apr/05/12 at 09:00 and concluded on Apr/05/12 at 13:00, lasting a total of 4.00 hours. Traffic statistics were recorded in 15 minute time periods. The total recorded volume showed 91 vehicles passed through the location with a peak volume of 13 on Apr/05/12 at [12:15-12:30] and a minimum volume of 2 on Apr/05/12 at [09:15-09:30]. The AADT count for this study was 546. SPEED Chart 1 lists the values of the speed bins and the total traffic volume for each bin. At least half the vehicles were traveling in the 15- 20 MPH range or lower. The average speed for all classifed vehicles was 22 MPH with 6.67% vehicles exceeding the posted speed of 30 MPH. The HI-STAR found 0.00 percent of the total vehicles were traveling in excess of 55 MPH. The mode speed for this traffic study was 15MPH and the 85th percentile was 27.69 MPH. < 5 10 15 20 25 30 35 40 45 50 55 65 70 75 to to to to to to to to to to to to to to to 4 9 14 19 24 29 34 39 44 49 54 64 69 74 > 0 1 4 35 29 13 2 5 1 0 0 0 0 0 0 CHART 1 CLASSIFICATION Chart 2 lists the values of the classification bins and the total traffic volume accumulated for each bin. Most of the vehicles classified during the study were Vans & Pickups. The number of Passenger Vehicles in the study was 0 which represents 0 percent of the total classified vehicles. The number of Vans & Pickups in the study was 80 which represents 89 percent of the total classified vehicles. The number of Busses&Trucks in the study was 0 which represents 0 percent of the total classified vehicles. The number of Tractor Tailers in the study was 10 which represents 0 percent of the total classified vehicles. < 22 40 50 60 70 80 140 to to to to to to to to 21 39 49 59 69 79 139 > 80 9 0 0 1 0 0 0 CHART 2 HEADWAY During the peak traffic period, on Apr/05/12 at [12:15-12:30] the average headway between vehicles was 64.286 seconds. During the slowest traffic period, on Apr/05/12 at [09:15-09:30] the average headway between vehicles was 300 seconds. WEATHER The roadway surface temperature over the period of the study varied between 60.00 and 99.00 degrees F. Apr/24/12 14:55 Page: 1 Zundy Jr. High School Speed Zone Map , -----,_,,, / --....., - i / , _ ,,, ...........,..„ -. _ , 41. ''',.,.... / A, k --„,. 13 , .---,,..,,, • L au ; , ICI 3 Wichita Falls Traffic Engineering Speed Zone Study Engineering and Traffic Investigation Results Zundy Jr. High School April 24, 2012 Street: Polk School Zone Control: Sign Speed Limit when active: 20 mph Normal Speed Limit: 30 mph Location 1: Avenue H Location 2: Avenue G Active time 1: 7:00 am-8:00 am Active time 2: 2:00 pm-3:30 pm 85%Speed Northbound: 26.0 mph 85%Speed Northbound: 29.1 mph SCHOOL ZONE DESIGN The Wichita Falls Traffic Superintendent finds that a reduced speed limit for this school zone is appropriate during the above stated hours as this is when children are going to and from the school.The traffic superintendent set this school zone taking into consideration pedestrian crossing activity as well as irregular traffic and pedestrian movements related to this zone. This school is located adjacent to or is visible to the highway on which this school zone is located. The traffic superintendent has made certain that all applicable traffic control devices are utilized in this school zone to prevent problems in school areas. CRASH STUDY TxDOT Procedures for Establishing Speed Zones recommends, but does not require,a crash study to be included in a speed zone study.As this speed zone will not be 5 miles per hour or more below the 85th percentile speed because of high crash experience, the information for crashes for the most recent calendar year is not included in this speed zone study. SPEED ZONE DESIGN The traffic superintendent has taken the following issues into account in the speed zone design: Zone Length, Transitions, Urban Areas, Directional Difference, and Variation from the 85th percentile for such issues as different results at adjacent speed check stations,crash rate greater than average, light traffic volume.Additional roadway factors were considered including narrow roadway widths, horizontal and vertical curves, hidden driveways, high driveway density, crash history, rural residential or developed areas, and lack of striped, improved shoulders.The traffic superintendent has driven this speed zone section of roadway at the chosen speed and has determined that the speed is appropriate for the area.The traffic superintendent has determined that the regulatory speed limits signs are appropriately placed and located. RECHECKS OF SPEED ZONES TxDOT Procedures For Establishing Speed Zones recommends, but does not require, periodic rechecks of all zones at intervals of about 3-5 years in urban areas and rechecks of 5-10 years in rural areas.These procedures state that in many instances, trial runs are sufficient.The City's traffic superintendent performs trial runs within these suggested intervals and makes revisions to zones as he finds necessary. STRIP MAP The Wichita Falls Traffic Engineering Department has created a strip map for the City of Wichita Falls. The traffic superintendent has reviewed the map and utilized its information as part of the process of producing this speed zone study.The Wichita Falls Strip Map is incorporated in its entirety herein. 2 Traffic Su enn endent Traffic Engineering Department City of Wichita Falls Zundy Jr. High School Speed Zone Map / __,, //*--'----c, -Y, Is/ AA gotN. , 4' 0 if 4. _,., • / . .....- 7 / - al //alliLin.w_m-se-w- 7/