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O-2024-063 - 3/28/2024 ORDINANCE NO. 0-2024-083 AN ORDINANCE AMENDING THE CODE OF ORDINANCES (2018 EDITION), CITY OF ROUND ROCK, TEXAS, CHAPTER 42, SECTION 42-127 AMENDING SPEED ZONES ON PORTIONS OF UNIVERSITY BOULEVARD; AND PROVIDING FOR A SAVINGS CLAUSE AND REPEALING CONFLICTING ORDINANCES OR RESOLUTIONS. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, 10 TEXAS: 11 WHEREAS, Section 545.352 of the Texas Transportation Code establishes 12 prima facie reasonable and prudent speed limits for streets and highways situated in the 13 state of Texas, and '14 WHEREAS, Section 545.356 of the Texas Transportation Code authorizes the . . 15 governing body of a municipality to alter, by ordinance, prima facie speed limits 16 pursuant to an engineering and traffic investigation, and 17 WHEREAS, an engineering and traffic investigation was conducted on a portion 18 of University Boulevard (eastbound and westbound) beginning at IH 35 to SH 130, on 19 the 4th day of October, 2023, and 20 . . . . WHEREAS, id engineering and traffic study is attached hereto and 24 the SH 130, should be m . . amended,21 incorporated herein for all purposes as Exhibit 49 As 9f and 22 WHEREAS, the results of said engineering and traffic investigation indicate that 23 certain speed zones on University Boulevard (eastbound and westbound) from IH 35 to Now MI 25 BE IT ORDAINED BY THEF ROUND 26 TEXAS. 28 29 That Chapter 42, Section 42-127(5), of the Code of Ordinances (2018 Edition), i. 30 City of Round Rock, Texas, is hereby amended by deleting the following described 31 portions of streets: 32 Sec.42-127. Specified speed limits. 33 34 (5) The maximum prima facie speed limit shall be 35 miles per hour along the following streets.- 35 36 ON FROM TO 37 38 39 40 I . 41 That Chapter 42, Section 42-127(6), of the Code of Ordinances (2018 Edition), 42 City of Round Rock, Texas, is hereby amended by adding the following described 43 portions of streets'. 44 Sec.42-127. Specified speed 111mits. 45 46 (6) The maximum prima facie speed limit shall be 40 miles per hour along the following streets.. 47 48 ON FROM TO 49 50 University Boulevard IH 35 Sunrise Road 51 east and westbound 52 53 54 That the speed zone on a portion of University Boulevard designated in Chapter 55 42, Section 42-127(9), Code of Ordinances (2018 Edition), City of Round Rock, Texas, 56 is hereby amended to read as follows: 2 57 C.42-127. Specified speed limits. 58 59 (9) The maximum prima facie speed limit shall be 55 miles per hour along the following streets.. 60, 61 ON FROM TO 62 63 University Boulevard AW Grimes Boulevard Vizcaya Parkway 64 east and westbound 65 66 IV. 67 That the speed zone on a portion of University Boulevard designated in Chapter 68 42, Section 42-127(10), Code of Ordinances (2018 Edition), City of Round Rock, Texas, 69 is hereby amended to read as follows: 70 Sec.42-127.Specified speed limits. 71 72 (10) The maximum prima facie speed limit shall be 60 miles per hour along the following streets'. 73 74 ON FROM TO 75 76 University Boulevard Vizcaya Parkway SH 130 77 east and westbound 78 79 V. 80 A. All ordinances, parts of ordinances, or resolutions in conflict herewith are 81 expressly repealed. 82 B. The 'invalidity of any section or provision of this ordinance shall not 83 invalidate other sections or provisions thereof. 84 C. The City Council hereby finds and declares that written notice of the date, . . . 85 j hourplace and sub , ect of the meeting at which this Ordinance was adopted was posted 86 and that such meeting was open to the public as required by law at all times during 87 which this Ordinance and the subject matter hereof were discussed, considered and 88 formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas 89 Government Code, as amended. 90 READ and APPROVEDWNW on first reading this the day of 91 . 92 READ APPROVED and ADOPTED on second reading this theday of 93 . 94 95 97 City of Round Ro , 98 99 ATTEST: 100 1,01 102 M�EAGAN , P1 St it lierk REDLINE ORDINANCE NO. 0-2024-083 AN ORDINANCE AMENDING THE CODE OF ORDINANCES (2018 EDITION), CITY OF ROUND ROCK, TEXAS, CHAPTER 42, SECTION 42-127 AMENDING SPEED ZONES ON PORTIONS OF UNIVERSITY BOULEVARD; AND PROVIDING FOR A SAVINGS CLAUSE AND REPEALING CONFLICTING ORDINANCES OR RESOLUTIONS. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, 10 "' S: 11 WHEREAS, Section 545.352 of the Texas Transportation Code establishes 12 prima ie reasonable reets and highways situated in 13 state of Texas, and 14 WHEREAS, Section 545.356 of the Texas Transportation . . . . . ON 15 governing body of a muncpalty to x by ordinance, prima facie speed limits 16 pursuant to an engineering and traffic ` , and 17 WHEREAS, an engineering and traffic investigation was conducted an a portion 18 of University Boulevard t IH 35 to SH 130, on 19 the 4th day of October, 2023, and 20 WHEREAS, a copy of saidtraffic 21 incorporated herein for all purposes as Exhibit "A," and 22 WHEREAS, the results of said engineeringindicate 23 certain speed zones an University Boulevard (eastbound and westbound) from IH 35 to 24 the SH 130, should be amended, Now Therefore 25 BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ROUND ROCK, 26 TEXAS: 27 0127.2024-,4856-2276-6248 28 I. 29 That Chapter 42, Section 42- the Code of OrdinancesS Edition), 30 City of Bound Rock, Texas, is hereby amended by deletingthe following described 31 portions of streets: 32 Sec.42-127. Specif ed speed limits. 33 34 (5) The maximum prima L faciei he streets: 36 ON FROM TO 37 38 N N 39 40 41 42 43 That Chapter ��ww ueuw�w.wwwwnwwwmww..+w+::w .wwM.«w�wwwww.vmm it wmrwwmwvuiwww..+waH.urrwmwrvw wwunmuwrowwwv .w I I. i Section • of the Code of Ordinances (2018 Edition), 44 City of Round Rock, Texas, is hereby amended by adding the following streets:45 portions of 46 Sec.42-127.Specified speed limits. limit47 48 (6) The maximum prima facie speed . 49 50 ON FROM TO, 51 52 Univiersiltv BoulevardSunrise 53 east,and west,bound 54 55 III. 56 That the speed zone on a portion of University Boulevarddesignated 57 r Section 42-127(9), Code of OrdinancesS Edition), f Round Rock, Texas, 58 is hereby mended to read as follows: 59 Sec.42-127.Specified speed limits. 60 The maximum primaspeed limit ll be 55 milesthe following streets: 62 63 ON FROM 64 65 University Boulevard AW Grimes Boulevard -- rkAa 66 east and westbound 67 68 IV. 69 That the speed zone on a portion of University Boulevard designated in Chapter 70 42, Section - ode of Ordinancesof Round Rock, . 'is hereby amended to read as : 72 Sec.42-127. Specified speed limits. 73 74 (10) The maximum prima. facie miles : University75 76 ON FROM TO 77 78 Boulevardw 79 east and westbound 80 81 V. 82 A. All ordinances, parts of ordinances, or resolutions in conflict herewithare 83 expressly repealed 84 B. The invalidity of any section or provision of this ordinance shall not 85 invalidate other sectionsprovisions o . 86 C. The City Council hereby finds and declareswritten , meeting87 hour, place and subject of the i was adopted was posted 88 and that such meeting was open to the public as required by law at all times during which89 is Ordinance and the subject matt r hereof were discussed, consideredn 90 formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas 91 Government Code, as amended. 3 9 READ and APPROVED on first reading this the day of 93 2024. 94 READ, APPROVED and ADOPTED on second reading this the day of 95 2024. 96 A 1 *p 97 98 CRAIG 'ORGAN, Mayor 99 City of Round Rock, Texas 100 101 ATTEST: 102 0000 oft 103 104 MEAGAN S i N , Cit irk EXHIBIT i "Alt December 21, 2023 Matthew Bushak, P.E. 'Senior Transportation Engineer City of Round Rock 3400 Sunrise Rad Round Rock,Texas 7866 University Dear Matt, HDR has completed a speed study on UniversityI IH 35 and SH 130)located in Texas,Round Rock, as shown in Figure 1.The purpose of the study was to document and evaluate the existing posted speed limits n University Boulevardstudies recommendations.along the corridor and to develop potential zone speed evaluation was not included as part of this study. similarHDR previously conducted a SunriseBoulevard segment between IH 35 and wasundivided widenedsection between AW Grimes was a two-lane undivided roadway.These sections have since been widened.The section between IH 35 and Sunrise Road is sectionand the v a four-lane divided The following sections summarize our study methodology, results, and recommendations for the existing conditions(2023). Existing Roadway Network The City of Round . 1)classifies University Boulevard arterial.major . divided a five-lane ` ` Road . . Grimes Boulevard with continuous two-way left4urn lane(TWLTL)and two lanes in each direction;and a four-lane divided roadway from . . Grimes Boulevard to SH 130. Raisedbollards deployed in sections with high 'driveway density between Sunrise Road . dailyThe 24-hour on University Boulevard for the year 2023 variesapproximately 28,000 VPD (vehicles per day),east of Sunrise Road to 18,000 VPD,west of SH 130(Appendix ).The posted speed limits on University Boulevard are . • In the eastbound direction,the posted speed limit is 40 MPHn 1H 35 and Teravista Club Drive,45 MPH between Teravista Club Drive and AW Grimes Boulevard, 55 MPH between AW Grimes ,and 60 MPH between CR 110 and SH 130. • In the westbound direction,the posted speed limit is 40 MPH between IH 35 and Sunrise Road,45 MPbetween SunriseBoulevard, 55 MPH between . . Grimes nd CR 110, and 60 MPH between CR 110 and SH 130. Lhdrine.com 710 HestersmesioRock,TX 78681 T 51Z904.3700 'T'exas Registeredins itF754 Matthew Bushak, P.E. December 21,202 Page Data Collection As part of this study, spot speed data were collected by Gram Traffic , Inc., using technology along the following segments of University Boulevard in both the eastbound and westbound directions on Wednesday, October 4. : 1. University Boulevard, between IH 35 and Sunrise Road University2. , between Sunrise Road and Teravistarig 3. University Boulevard, between Teravista ClubDrive and I Park Ddve Boulevard,4. University between College Park Drive and A.W. Grimes Boulevard University5. , between A.W. GrimesBoulevard . University Boulevard, betweenand CR 110 University7. , between CR 110 and SH 130 percentileThe 85th are included in Appendix B. 24-hour daily traffic volumes were University Boulevard on Wednesday, October 4, 2023: University1. , East 2. University Boulevard, East of Sunrise Road University3. , East of A.W. Grimes Boulevard University4. West of SH 130 The 24-hour volumes are shown in Figure 1 `in Appendix A.A fieldi , October 5,2023, and the roadway network withi Figure 'I ! F9 P EED p ! !:! f LIMIT _ Lu SPEED LAW LIM IT ... ''MIT TIMI 55 'WV m_ - _ w rE LIMIT LIMN `. Lu SPEED Sw IT SPEEDLIM LIMIT 6 NOTE:EXHIBIT BASED ON SIGNAGE OBSERVA 71IONS AS OF OCTOBER 05,2023. LEGEND swat=wrmwm�_ ---_" EXISTING-4M UNIVERSITY BOULEVARD - Background-Map Copy6ghted by Google, Matthew BuIshak,P.E. December 21,,2023 Page 4 Crash Analysis, Crash history of the study corridor between 2020 and 2023 was obtained from the TxDOT's Crash Record Information System (CRIS),database(Ref. 2).As the TxDOT'statewide crash rates for the year 2023 are not yet available,this year has been excluded from the crash analysis. Duding the three(3)year pediod between January 1 st, 2020,to December 31 st, 2022,a total of 388 crashes were reported along the study corn"dor. Over this period,the average crash rate ranged from around 77 crashes per 100 million vehicle miles traveled(MVIVIT)in the AW Griimes to CR 110 section,to around 940 crashes per 100 MVMT for the IH 35 to Sunrise Road section.Average crash rates for each of the four sections for the three years(20,20, 2021,and 2022)are provided below in Table 1., It should be noted that University Boulevard has undergone various roadway improvements in the last two years which include the widening of the segmient between IH 35 to Sunrise Road from a four-lane undivided roadway to six-la,ne divided roadway,,,along with aiccess,-mianaglement updates a ii -driity between Sunnise Road and College Park Drive.The segment in sectons with hghveway densi between CR 110 and SH 130 has also been upgraded from a two-lane undivided roadway to a four- lane divided roadway.The crash aniallysis has been conducted for the roadway conditions between 2020-2022. The TxDOT StatewideAveragle Crash Rates(Ref. 3)for the state of Texas for the years 2020, 2021,and 2022 are also provided below in Table I for comparison. Summary of the Crash AnialIysis is included in Ap,pend"M C and the TxDOT Statewide Average Crash Rate Reports for the three i years are provided in Appendilx D. Table 1. Univers1ty Boulevard: 2020-2022 Average,Crash Rates ro AM ii oil TxD,OT Statewide Average 269.55 269-55 176.67 176-67 M m TxDOT Statewide Average 318.84 318.84 210.04 210.04 F/P .......... of / ✓ ............ TxD0T State wideAverage 319.28 319.28 212-70 212.70 Segment was under construction XXX Segment Crash Rate exceeds Statewide Average Crash Rate Matthew Bushak,P.E. December 21,2023 Page 5 Speed Study Methodology The recommendations for establishing speed zones are set forth in TxDOT's manual titled "Procedure for Establishing Speed Zones" (Ref.4). ille speed is a value that is used by many states and cities for establi Iregulatory speed zones. The 85th percentile speed is based on the theory that the majority of drivers are reasonable and prudent,,that they do not want to crash,and that they desire to reach their destination in the shortest possible time,and therefore, a speed at or below which 85 percent of people drive at any given location under good weather and visibility conditions may be consi ` Ilocation. A minimum of 125 free floating vehicles or two hours of speed data,whichever occurs first, are collected on an average weekday during the off-peak period to establish the speed limit.The crash rate analysis and engineering judigment were utilized to propose the recommended speed limits. The existing posted speed limits,85th percentile speeds, and the recommended speed limits are shown in Table 2. Table 2. Uni'viersity Boulevard: 85th Percentile Speed SurnMary-Wednesday, October 4, 2023 lIIIIiii! A . ......... �Mof University Boulevard 40 40 40 39 40 40 (11-135 to Sunrise Road)* University Boulevard 45 45 47 51 45 45 (Teravista Club Drive to College Park Drive) ......... - 4,5 -4/$, University Boulevard 55 55 60 55 55 55 Grimes Boulevard to Vizcaya Parkway)** University Boulevard 60 60 61 61 60 60 (CR 110 to SH 130)** Segment has been widened since 2022 ,Segment has been widened since 2023 Matthew Bushak,P.E. December 21,2023 Page 6 Results Based on the results of the speed study,the variance of the 85th percentile speed along the University Boulevard is as following: ■ The 85th percentile speeds along the 40 MPH zone of University Boulevardsho .in pink.in Figure 1)fall between 39 and 47 MPH, or withinMPH of the posted speed limit. • The 85th percentile speeds along the 45 MPH zone of University Boulevardblue in Figure 2)fall between 43 and 51 MPH, or within 6 MPH of the posted speed limit. ■ The 85th percentile speeds along the 55 MPH zone in red in Figure 3)fall between 55 and 63 MPH, or within 8 MPH of the posted speed limit. • The 85th percentile speed along the 60 MPH zone of University` in Figure 4 MPH in i i MPH of the posted speed limit. UniversityThe crash rates for the een IH 35 and Sunrise Road were calculated to be higher than the statewide averagerates for an undividedi four or more lanes.This density increasemile)for this segment, as typically an in the driveway density corresponds with an increase in crash rates due increase in conflict points. However,this analysis is rates between 2020-2022.The segment has since been upgraded to a -lane divided roadway which reduces the number of conflict points,and will potentially the future.As the crash analysis for this segment is new roadway configuration, percentileonly the 85th i . . the recommended speed limits.As the percentilei are approximately 40 MPH and respectively,39 MPH, limit directions. maintained in both BoulevardThe 85th percentile speed for the University Teravista Club Drive is 47 MPH in ` f which is approximately 7 MPH above the posted speed limit of 40 MPH.Therefore, an adjustment to the existing recommended.The average between Sunrise Road and Teravista Club Drive was below the statewide highways of similar ' , urban). It should be noted that the posted speed limit this section of University Boulevarddirection 45 MPH in the existing conditionsmaintained. The 851hpercentile speeds for the University Boulevardive and' AW Grimes I re 50 MPH and 51 MPH in the eastbound and , whichre 5 MPH and 6 MPH higher than the posted speed limit of 45 MPHthis However,there is an existing , count for this segment is located approximately 750 feet west of the start of the curve. It is reasonable to expect 'vehicles to slow down upon entering the curve. Due to the smaller length and the existing . . s recommended that the speed limit between College Park Drive and AW Grimesin at 45 MPH. The average crash rate for a three(3)year period (2020-` 2022)for the segment between College Park i Matthew R1 P.E. December 211�,2023 Page average for other of ' ' . � Similarly, h to speeniversity Boulevard segment between Vizcaya. Parkway and CR 110 are 63 MPH and 62 MPH in the eastbound and westbound directions, `which are 8 MPH and 7 MPHMP 'in this secbon. Therefore, an adjustment to the existing posted speed limits 'is recommended.The average crash rate for a three (3)year ' between " Izcaya Parkway and CR 110 was below the average for other `highways of similar classification r divided, e lanes, . Recommendations raisedAs stated within the Procedures for Establishing Speed Zones (TxDOT), the final speed limit may be lowered or ityof the posted speed . .mits along. University this range. A review of the percentile speed study data and the historical crash rate analysis was utilized ` recommendations limits are illustrated in Figure 2. The following recommendations are provided based on the speed. . study: 1. Increase the speed limit for the University Boulevard section between Sunrise Road and . . Teravista Club Drive to 45 MPH for the eastbound direction based on a review of the 85th percentile 2. Increase the limit 110 to 60 MPH for both eastbound and westbound directions, based on a review of the 85th percentile speed data and the crash rate analysis.3. Trim the vegetation blocking the 45 MPH speed limit sign for the eastbound west of Eagles Nest . . .. . field . . attachedisit has been in Appendix E for reference. limit4. Replace the sub-standard 45 MPH speed . . . Grimes Boulevard to meet the TMUTCD Design Guidelines 5)for standard font ■ style, size, spacing, ii PEE 11 ■ stbound i ■ . sign for iversity Boulevard, Vizcayawest of Please feel free to contact Scham Sarda ■ . . f you have any Sincerely, HDR Engineering, Inc. F Hannah ® P.E. O_ .......e......4.... . ..9..... Traffic Engineer AH . L hddnc.com 142476 : ®6, 1 6.' ,'. dW ati. Aaaa em ,7--,,, -- - = _ � __ _ . - '-A � stii ` = _ - - - ___.3-__ 3,,,„_ (18= .:,. !!;:.,„-!-'7--!!:;!!!---1:-.,!.. I:=1..,,,,,,._76,, / g -41-7 7 1:':-3'-e-:17----''' t-:=:::::: ::--;----:!4------371 Irl °-----' I 7- E: ' «- - Matthew Bushak,P.E. December 21,2023 Page 9 References 1. City of Round Rock. Transportation Master Plan Update. 2017. Round Rock,Texas. hLtp,a�//www.roundrocktexas.00v ontent/u, RTMP Report Fina 1,-L.pdf 2. Crash Records Information System.Texas Department of Transportation(TxDOT)Austin, Texas. h�ttps,-.Hcri .,dot.state.,tx.us/ all c/Que[y/ap /home 3. Annual Texas motor vehicle crash statistics.Texas Department of Transportation (TxDOT) Austin,Texas. hftp�s,.*//www.txdot..Aov`/d'larreports,-reinor ds/'motor-vehiclle�-crash-�statistl'c,s.htmiI -'---.1. 4. Texas Department of Transportation(TxDOT).2016. Procedures for Establishing Speed Zones. Austin,Texas. hAp.-,Honlilnemanuls,.,txdot,. x olv/T' `'O,niulT lne,Mana,sfTxDOManul �,as,/sizn 'ir �/nt,� n.htm 9 ® Texas Department of Transportation (TxDOT).2014.Texas Manual on Uniform Traffic Control Devices.Austin,Texas. https-://www.txdolt.gov/bus'i' ss/re,sourcesi/traffic-desi n-standards/tmuted.html P'', Matthew Bushak,P.E. December 21,2023 Appendix A. 24-Hour Daily Volume Data PDGF d&created wffh demo verWon of dw ConaponentOne VSPDFO controL** GRA,M Traffic Counting, Inc. Page 1 3751 FM 1105, Bldg.A Georgetown,TX 78626 512-832-8650 Site Code: I Station ID: University Blvd East of IH 35 ........... .............................. ..................... ..................... .......................... ........................ ........... Start 1014/2023 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Momi Afternoon MM ik Afternoon M ' Aftemoon Momilina Afternoon Morr(ing omiling --Afternoon 12--00 7 218 12 228 12:15 10 201 22 262 12:30 11 207 23 233 12:45 10 309 38 933 17 233 74 956 112 18�89 01:00 13 211 11 211 01015 9 197 8 248 01:30 6 227 8 283 01:45 6 193 34 828 15 227 42 969 76 1797 02:00 7 202 7 266 02:15 8 218 10 265 02:30 9 276 11 283 02:45 12 349 36 1045 10 243 38 1057 74 2102 03:00 4 226 8 253 03:15 9 222 6 273 03:30 6 230 7 261 03:45 8 197 27 875 9 279 30 1066 57 1941 04:00 10 333 9 302 04:15 16 351 11 303 04:30 31 349 21 311 04:45 27 376 84 1409 28 295 69 1211 153 2620 05:00 31 392 48 340 05:15 43 347 35 346 05:30 45 365 76 351 05:45 59 339 178 1443 81 256 240 1293 418 2736 06:00 96 252 93 250 06:15 104 183 105 227 06:30 112 249 131 241 06:45 118 201 430 885 134 218 463 936 893 1821 07:00 234 168 200 210 07:15 173 181 208 221 07:30 223 156 244 187 07:45 166 140 796 645 230 159 882 777 1678 1422 08:00 155 149 202 173 08:15 273 103 261 126 08:30 216 117 176 122 08:45 150 83 794 452 208 110 847 531 1641 983 09:00 164 103 191 127 09:15 175 76 210 84 09:30 148 88 177 106 09:45 141 55 628 322 154 74 732 391 1360 713 10:00 193 68 214 93 10:15 177 52 179 73 10:30 219 34 193 50 10,45 190 30 779 184 162 35 748 251 1527 435 11:00 196 20 199 34 11:15 180 19 189 27 11:30 188 25 182 21 11-A 5' I's10 799 '74 21,39 118 809 11100 IIIIM 174 -"—----------f-O—tal....................................................................................................................................................................... 4623 9095 4974 9538 9597 18633 Percent 33.7% 66,31% IM1,31% 66.7% 34.101% 66.10 .............................. ....I.................I...................I..........................-.1.................................................................... % ............................................................................................................................................................................................. ..................................................................................................................................................... ............................................ ...................................................................... .............................................................................................................................. ............................................................................................................................................................................. Grand 4623 9095 4974 9538 9597 18633 Total Percent 33.7% 66.3% 34.3% 65.7% 34.0% 66.0% ADT ADT 28,230 AADT 28,230 POF Me created with demo version of the Conyponentfne VSPOFA contral* GRAM Traffic Counting, Inc. Bldg.3751 FIVI I 105, Georgetown,TX 78626 Site Code:2 Station University East of Sunrise Fid _________.........................m....._........_...........................................—1...m.........m.-----------..........................................I._............................ ................ ._.__ ._._. .._._._._._...._. .. ...................__...........___.._........ _. -------—1._-.._............_..........___....___.............................. ......_____ start 10/4/2023 Eastbound Hour Totals Westbound Hour Totals Combined Totals � � ............... ._.._.................................. !_..� MorningAfternoon....... �' . ._i � _ . ..........A...................1IN.............................. _ 12:00 29 250 5 176 12:15 20 229 7 152 12:30 28 5 6 185 12:45 19 1 96 1025 13 161 31 674 127 1699 01:00 16 3 7 151 01:15 13 274 3 184 01:30 10 220 4 156 S 273 47 1030 7 132 21 623 68 1653 02:00 8 233 4 155 02:15 5 20 7 143 02:30 10 295 10 158 02:45 11 299 34 1107 12 146 33 602 67 1709 03:00 7 309 5 170 03:15 6 28 7 153 03:30 12 263 8 15603:45 9 266 34 1106 7 161 27 640 61 1746 04:00 11 323 12 163 04:15 10 363 15 175 04:30 19 333 24 153 04:45 34 314 74 1333 33 191 84 682 158 1 05:00 28 389 32 191 05:15 35 359 44 189 05:30 56 323 56 170 05:45 87 325 206 1396 82 156 214 706 420 2102 :00 89 349 88 147 06,15 121 317 105 140 06:30 161 268 106 152 06:45 201 256 572 1190 141 132 440 571 1012 1761 :010 191 251 164 120 07:15 218 250 187 143 07:30 267 245 232 121 07:45 260 214 936 960 208 96 791 480 1727 1440 08:00 255 199 183 93 168 187 197 81 08:30 241 185 152 72 08:45 269 157 933 728 162 70 694 316 1627 1044 09:00 233 158 143 53 09:15 223 144 123 55 09:30 175 134 124 54 09:45 210 99 1 535 :00 191 93 133 50 10:15 238 73 117 32 10:30 198 62 148 22 10:45 221 65 848 293 140 25 538 129 1386 422 1111:00 199 49 126 19208 41 136 12 11:30 263 35 149 10 im ........ 11. 1 1' 1mWW1497 7 m.................... ...................m .. .................... � ......................,.............. �... ..........m�.....m. mm�............mm.................................. ................................ ...................................................................................__........................................................... m ........ ........ ................................................................. ........................... 5561 10847 3957 5679 9518 16526 11 mi 1 IIS�m 1 m pro' 3- n m � � ................................................................................................................................................................................................. .......................................... "' ..................................................................-...................................................................................................................... ....................................................................................................................................................................................................... ........................................................ Grand 1 10847 3957 5679 9518 16526 Total . **PDF Me created wfth demo varstan of Mo ConsponontOne VXPDF8 control.00 GRAM Traffic Counting, Inc. Page 1 3751 FM 1105,Bldg.A TY 78626 Georgetown, a 0% j 512-832-86501 Site Code:3 Station ID: University Blvd as of AW Grimes Blvd ......... ...............................................................................",.'"',.......................................................................................... ................................................................ ........................................ ................ ......................... ................. ........... , .....- Start 10/4/2023 Eastbound Hour Totals Westbound Hour Totals Combined Totals 'Time Wed ftrni� Aftmoon Morni fiftmoon Momin Afternowon Mo Aftemoon MornAfternoon .....................--12:00 li ... ... ............... -----.. - i........................................................... ---is 175 10 156 12:15 16 160 4 162 12:30 19 149 9 170 12:45 15 134 68 618 8 158 31, 646 99 1264 01:00 11 155 4 167 01:15 11 166 4 206 01:30 13 163 9 157 01:45 6 145 41 629 2 141 19 671 60 1300 02:00 3 196 5 153 02:15 8 176 9 181 02:30 6 202 12 152 02:45 7 201 24 775 7 167 33 653 57 1428 03:00 10 225 2 172 03:15 9 220 6 177 03:30 12 237 11 189 03:45 16 215 47 897 13 205 32 743 79 1640 04:00 12 257 14 189 04:15 22 270 22 254 04:30 24 293 47 249 04:45 47 294 105 1114 50 233 133 925 238 2039 05:00 53 307 44 251 05:15 62 327 79 275 05:30 80 262 104 277 05:45 100 234 295 1130 173 213 400 1016 695 2146 06:00 114 238 144 232 06:15 128 209 142 220 06:30 189 191 201 198 06:45 162 161 593 799 268 173 755 823 1348 1622 07:00 189 172 252 136 07:15 159 155 319 126 07:30 171 141 352 101 07:45 167 132 686 600 385 95 1308 458 1994 1058 08:00 175 123 322 96 08:15 139 115 294 79 08:30 135 110 284 80 08:45 136 107 585 455 225 55 1125 310 1710 765 09:00 180 102 192 64 09:15 145 73 160 47 09:30 134 81 187 44 09:45 151 44 610 300 174 44 713 199 1323 499 10:00 131 61 160 35 10:15 123 37 183 26 10:30 148 41 150 18 10:45 120 31 522 170 150 24 643 103 1165 273 11:00 139 19 135 29 11:15 149 24 156 15 11:30 135 19 159 7 � IM, 132 1 1�7 �555 @ 79 162 12 812 1 63 '11167 142 .......................... .............................................................................................................................................. ................................................................................................................................................. ................................................. ...................................................................................................................................................--.-............................... ......................................... ..................... .................................. .........................................................-............................. ................................................................ Total 4131 7566 5804 6610 9935 14176 351.31% 184.71% 146.81% 53.2% 411.21% 58,",81% .. .. ......................................................................................................................................................................................... ............................................................ ...................... ............................... I.....................11............. .................................. ....................................................................................................................................................................................................... ....................................................................................................................................................................................................... ....................- Grand 4131 7566 5804 6610 9935 14176 Total Percent 35.3% 64.7% 46.8% 512% 41.2% 58.8% ADT ADT 249111 AADT 24.111 PDF Me created with demo version of the ConWonantOne VNPDF8 control. GRAM Traffic Pa 3751 FM I ,,Bldg.A ui w i e.+0,V V,r n,, Site Station University W West of SH 130 ... ....... ......................... Start 1 ��x ��. Eastbound .r .,,.. ..M. � .., ,, ,,..,,f ��,...M.M,.. .,. .. ... HourTotals.......................................1111111111- ��.. ww '.....i n i __.......__.. __.__.___�� _ . ._Time ___ �-.. - ...._- _ ...............__..�..._.. __.�.�._.i _......__. ire i_..,. :010 14 105 8 98 :15 12 114 4 104 12:30 11 106 S 102 12:45 10 88 47 413 5 123 25 425 72 838 01:00 11 127 3 108 01015 11 133 5 133 01:30 8 132 6 101 01:46 1 510 2 99 16 441 57 951 :00 2 ill 6 81 0216 7 156 5 127 :30 5 135 10 104 02:45 3 171 17 573 4 115 25 427 42 100 03:00 7 158 3 12403:15 8 189 6 116 03:30 12 174 9 12503:45 17 181 44 702 10 116 S 481 72 1183 04:00 20 221 14 149 04:15 25 212 24 149 :30 32 256 31 174 04,45 47 229 124 918 31 179 100 651 224 1569 :00 46 245 38 207 050.15 43 282 54 215 05:30 87 217 81 198 05:45 72 200 248 944 96 150 269 770 517 1714 06:00 102 190 92 188 06:15 114 159 118 151 :30 160 126 148 138 06:45 181 123 557 598 173 120 531 597 1088 1195 07:00 183 107 167 92 07:15 167 96 215 87 :30 155 89 238 67 07:45 171 79 676 371 225 65 845 311 1521 682 08:00 154 79 244 42 08:15 131 73 191 44 :30 126 61 164 53 08,45 118 68 529 1 154 46 753 185 1282 4 09:00 132 69 120 30 09:15 127 49 110 44 :30 120 44 127 32 09:45 123 28 502 190 102 33 459 139 961 329 10-00 ill 31 109 14 10:15 128 38 127 16 10:30 118 29 98 19 :45 106 15 463 113 99 19 433 68 896 181 11.00142 12 82 21 11:15 119 15 96 10 :30 ill 12 87 12 1 1 '1 nIS 1 99 8 1 ................................................................................. ...............................m............................................................................... ..........,...........................M, .........n.........................................,.m.......................,.,.....m,................n.........,............................................ .......................................................,....................... .............................. ................................................. ................................ ...................... ............................................................................................................................................................................... ....................................................................... . ................................................................... tal 3739 5667 3848 4547 7587 10214 IPi............................. �� rpt..................................... .................... ......... ............................................................................. .................................................................................................................................................................................................... ....................................................................................................................................................................................................... .5 Grand Total Percent . ADT ADT 17,801 AAD,T 17,801 0 Matthew Bushak,P.E. December 21,2023 Appendix B. Speed Data Summary df. Hwy: University Blvd Location: Site I -Between 1H 35&Sunrise Rd Date: 10/4/2023 Time:(from) 10:45 (to) 11-015 Weather: Clear Surface T As"ha Condition: Dry/Smooth Vehicle Number of Vehicles Surveyed Cumulative Total of Cumulative Percent of Mean�Pe,,ed --------1- Vehicles Surveyed Vehicles Surveyed MPH tbound I Westbound Eastbound Westbolund Eastbound Westbound ------------ 10 0 0 0 0 0.0% OA% 1.1 0 0 0 0 0.0% 12 0 0 0 0 0,0% 0.0% 13 0 0 0 0 10W.0% 0.0% 14 0 0 0 0 10.010/0 0.0% 15 0 0 0 0 10.0,0/0 0'.0% 116 0 0 0 17 0 0 0 0 0.0% 0.0% 18 0 2 0 2 0.0% 1.5% 19 0 0 0 2 0.0% 1.5% 20 0 0 0 2 0.0% 1.5% 21 6 0 6 2 4,7% 1.5% 0 0 0- 0 22 0 0 6 L------- K4.7 6 1.5% 0 2 A 3 0 1 6 3 4.7% 2.2% 24 2 1 8 4 16.3% 3.0% 0/0 25 4 16 12 10 9.4%-1 7,4% 26 4 1 16 11 12.5% 1 8.1% 27 12 9 28 20 2 1. % 14.8% 28 1 1 29 21 22.7% 15.6% 29, 11 4 40 25 31.3%, 18.5% 30 8 1 48 26 37.5% 19.3% 31 0 11 48 37 37.5"Ve 27.4% -�NN�R.................. 32 - 11 1�6 59 53 46.1% 391.3% 33 7 15 66 68 51.6% 50.4% 34 0 4 166 7'2 51.6% 533% 35 - 3 13 69 8-5 53.90/co 610% 36 16 9 85 194 66.4% 69.6% 37 6 12 9 1 106 71.1% 78.5% 38 11 3 102 109 79.7% 0.7% .............. 39, 6 6 108 115 84.4% 40 6 1 3 114 118 89A% 87.4% 41 3 11 117 129 91.4% 95.6% L 42 4 %121 130 94.5 96. %-3E9 0 43 4 4 12.5 134 97E3% 919.3% 44 1 0 126 134 98.4% 919.3% 45 0 0 126 134 98.4% 99.3% 46 2 0 1,28 134 1-100.0% 993% 47 0 0 128 134 100.0% 99.3% 48 0 1 128 135 100.0% 100.0% 49 0 0 128 135 100.0% 50 0 0 128 135 100.0% 100.0% 51 0 0 128 1.35 1010.0% 100.0% 52 0 0 128 135 100.0% 100.0% 0 0 128 1,35 100.0% 100.0% 4 0 0 128 135 100.0% 100.0% 55 0 0 128 135 100,0% 1M,0% 5 , 12 1 56 0 0 8 1,35 1010.0% 1001.0% 57 1 0 0 128 1315 100.0% 1001.00% 58 0 0 128 1315 100.0%, .0% 59 0 0 28 135 1100.0% 1010.0% Eastbound 85%tile speed Is 40 mph Westbound 85%tile speed is 39 mph ---------------------------- U. 0 120.0% 1 11.................jj�� LU a 100.0% Uj 50.0%. ...... LU a 9L 50.0% ...... ... ......- 40.0% ...... ......... ------ x Eastbound 20.0%........................ Westhound oz%if-w- hq VEHICULAR SPEED IMPH) ................................................................................... ........................... .......................................................................... ...................................................................... .............................................................................................................. Hwy: Univenity Blvd Location: Site 3-Between Teravista Club Dr&College Park Dr Date: 10/4/2023 Time:(from) 9:38 (to) 10:10 Weather: Clear Surface halt Condition:Dry I Smooth Vehicle Number of Vehicles Surveyed Cumulative Total of Cumulative Percent of Mean S�� VehkJn Surveyed Vehkles Surveyed MIPH Eastbound Westbound Eastbound Westbound Eastbound. W estbound. 10 0 0 0 01 0.00/9 0.00/6 11, 0 0 0 0 0.00/0 0.00/o 12 0 0 0 0 ok% 0.(r/., --13 0 0 0 0 0.M/9 0�(rl# 14 0 0 0 0 0.M/4 15 0 0 0 0 0 OR/O 0.00/0 0-,0 -oo, o.o* d MW"*o"d 0,00 0.0a 0.(r 0.0'a 0.(r 0.00 7oOo,o,//4 16 0 0 0 0 0.011/0 0.00/16 17 0 0 0 0 00/0 0.00/0 18 0 0 0 0 0.11 /0 /6 19 0 0 0 0 0.00/0 OA% 20 0 0 0 0 0.010/0 0.011/9 21 0 0 0 0 0.00/00.(r/., 22 0 4 0 4 01.00/0 3.1% 23 0 0 0 4 0.(Ore/6 11% 24 5 0 5 4 16% 3.1% 25 0 0 5 4 I60/9 -3.1% 26 5 1 10 5 7.3% 18% 27 1 0 11 5 0/9 3.8% 28 6 4 17 114% 6.9% 29 5 0 22 9 I&M 6.9% 30 3 0 25 9 19.2% 6.90/9 31 1 0 26 9 191AMI 6.9% 32 0 1 26 10 19.,101/0 73% 33 0 5 26 15 19.10ro/O I1.5% 34 3 1 29 16 212% 123% 35 1 0 30 116 2,1.'9/6 1 12.3% 316 0 2 30 18 21.9% 13.8% 37 1 0 31 --18 22,6% 13.8% 38 1 13 32 31 23.40,/ 2180,/0 39 14 1 46 32 33.161 24.6% 40 5 7 51 39 37.2% 30.0% 41 3 7 54 46 394% 315.4% 42 1s 14 72 60 516% 46.2% 43 11 11 83 71 60.6% 54.6% 44 -2 89 73 65.00/9 561% ............ 45 13 8 102 81 74.5% 62.3% 46 12 6 114 87812% 66.9% 47 5 7 119 94 96.90/6 72.3% 48 5 4 124 98 90.5% 75.4% 419 4 5 128 103 93.4% 79,2% 50 5 3 133 106 97 1% 81.5% 51 1 10 134 116 97.8% 89.2% 52 1 2 135 118 983% 90.9% 53 1 7 136 125 99.3/0 96.2% 34 0 2 136 127 99.3% 973% 55 1 0 137 127' 100.(r/G 97.7% 56 0 2 137 129 10 0.��(orals 99.2% 57 0 1 137 130 1 . 100.0% 58 0 0 137 130 10 0.M/9 100.011/0 5�9 0 0 137 130 1 00AMO 100.011/0 60 0 0 137 1301 00.(r/G 1000/6 61 0 0 137 F3-0"--'I .�� 0 1,00.00/0 62 0 0 137 130 100-00/0 10 0a0/ � 63 0 0 137 130, 100.00/6 100.00/0 64 0 0 137 130 100.,0% 100.0% 65 0 01 137 130 1001.010/0 100.001 66 0 0 137 130 100.00/0, 100.00/0 67 0 0 137 130 100�Me 100.OOK 168 0 0 137 130 00.00/0 100.00/0 69 0 0 137 130 100.10% 100-00/0 7Q 0 0 137 130 100-10% 10 0.(r/. 71 0 0 137 LO 1001.101/0 100.00/6 72 0 0 137 130 1001AO/O 10 0.(OrG/Q 73 0 0 137 130, 100.00/0 100.011/0 74 0 0 137 130 1001,0*/* IM.00/0 75 0 0 137 130 100AID/9 Northbound 351/19file speed is 47 mph Southbound 85%ltile speed is 51 mph ........... .............................................................................................................................I................................................. .........................I................................................................................................. . ............... 120.0%........................................................................................................................................................................................... .........I............................................................................................................................................................................................. .........................................I... ............,,,........................................................................................................................................................................ ...........................................I........................................................................................................................................................... ..................... ...................................................................... MOD% ....C ........OMM so"% ..........................................................----- ... ............................................................................ .. "On' so 0% 40 W% I r.a st o u nd 'i................................................. .................................... . ........................................................................... w. 20.0% Awa -41-Westbound 111 0.0% VM"CULM OPEM M" ..... ....... ............................................................................... -------------..................................................... ......................... ................... -------- Hwy-& University Blvd Location: Site 4 Between College Park Dr&AW Grimes Blvd Date: ® ■ m 9:33 Weather.- Clear Surface Asphalt Condition-. Dry/Smooth Vehicle Number of Vehicles Surveyed Cumulative Total of Cumulative Percent of Mean Speed Vehicles Surveyed Vehicles Surveyed MPH Eastbound, Westbound Eastbound Westbound... 'Eastbound Westbound 0.011% 0.0% 31 0 0 0 0 0.01% . ' 34 0 0 0 0 m1 Y(O 1% % 4 5 4 2.8% 10 7 7.0% 5.4 7 2 411 0 ''� 21.5% 4' 1 10 42 3829.2% 43 6 6 48 44 33.81% 1.3% 45'A %% 0�00 46 1. 7 m �° 5 u 47 18 12 106 78 74.16% , 49 0 11 917 79.6% 74.6% 51 7 10 133 115 913.7% 137 118 96.5% 90.8%, 139 1' 17a 54 2 3 1. .1 1 55 0 10 1. 1 . .3 99.2% 56 0 10 11 193% 99.2% 57 0 10 141.- 129, 993% 99.2% 59 1 10 1,42 129, 1001.0% 99.2% 1 1191 110,01.0% .P 1 0 0 142 129 l 01. 142 129 100.0 . 142 129 100.0% w' 64 0 1 1,42 130 100.0% 1100.0% 142 130 100.01% 1100.0% 142 130 1100.0% 0 7 0 0 142 130 1010.01% 1 68 0 0 142 130 1 1010.0% 100.0% 142 130 11010.0% 100A% 70 0 0 142 130 1100R% 1 0 0 142 130 141 . k 72 0 0 14 130 1 73 0 1 0 142 130 11010.01% 75 0 0 142 130 11010.01% 1 .' 76 0 0 142 130 1010.01% 7'8 0 0 142 130 100-01% 100.0% 79 0 0 142 130 1010.0% 1100.0% ... __..._._.._.. r 20, 41 VEMCULA R SPEED(MPH) Hwy: University Blvd Location: Site 5-Between AW Grimes Blvd&Vizcaya Pkwy Date: 10/4/2023 Time:(from) 12:24 (to) 1:07 0 Weather: Clear Surface Ty�e. halt Condition: Dry/Smooth Cumulative Total of Cumulative Percent of Vehicle Number of Vehicles Surveyed Vehicles Surveyed Vehicles Surveyed Mean Speed MPH Eastbound Westbound Eastbound Westbound Eastbound Westbound .............. 0 0 30 0 CI 0 0.0% 0.0% 31 0 0 0 0 32 0 0 0 0 0.0% 0.01% 33 0 0 0 10 10.0% 10-01% 34 0 0 0 10 %- 0.01% 3 0 0 0 0.0% 0.0% 36 0 0 0 01 0.0% 0.0% 37 1 0 1 0 O®6% -01.0% 38 0 0 1 10 OA% 01v0% 39 1 0 2 0 1.2% I. 40 0 2 2 2 1.2% 1.4% 41 011, 5 2- 7 1.2% 4.9 42 0 4 2 10 1.2% 7.7% 43 8 6 1® 16 70% 12.0% 44 4 2 14 18 9.9% 13.4% 45 2 3 16 20 1L6 46 6 22 28 15.7% 21.1% 47 6 2 27 30 19.8% 22.5% 48 7 11 35 41 25,D% 31O% 49 11 14 46 55 33. 1.5% ........... 505 9 51 64. 36.6% 48.6% _]...................... 51 4 9 55 73 39.5% t-55.6% 52 13 19 67 92 48.8% 69.3% 53 13 9 80 101 58.1% 76.8% 54 6 5 86 106 62.2% 80.3% 55 11 10 97 116 70.3% 88.0% 56 2 2 99 118 711% 57 5 0 104 118 75.6% 89.4% 58 6 3 111 121 802% 91.5% 519 4 3 115 124 83.1% 917% 60 5 1 120 125 86.6% 94.4% 8'6 61 6 5 126 129 91.3% 97.91 96 % 62 3 0 129 129 93. % 917.9% 9 9 63 3 1 132 130 195.9% 198.6% 9 64 2 1 135 131 97.7% 99.3% 65 2 1 136 132 98.8% 100.0% 66, 2 01 138 132 100.0% 100.0% 67 0 0 138 132 100.0% IWO% 68 0 0 138 132 100.0% 100.0% 691, 0 0 138 132 100.0% 100.0% 70 0 01 138 1,32 100.0% 100.0% Ill0 0 138 132 100.0% 100.0% 72 0 0 138 132 100.0% 100.0% 73 0 0 138 1312 100.0% 1.00.0% 74 0 01 138 1,32 100.0% 100.0% 75 0 0 138 1312 100.0% 100.0% 76 0 0 1381 132 100.0% 100.0% 77 0 0 138 132 100.0% 100.0% 78 0 0 138 132 100.0% 100.0% 79 0 0 138 132 100.0% 1100.0"/co 180, 0 0 -1 138 132 100.01% 100.01% bound 85%tile speed is 60 mph Westbound 85%tile speed is 55 mph ..................... ............... ...................... ........... U. 0 120.0% .......... III...........11.............I.......... I.........................................I .......... ..............I ...........I I...................................I I LU 100.0% 8O.o% ................................ ............ ......................................... LU 0) L 80.0%47- --------- ------........... 40.0% ... .................. .......................... ................. ........................................... 0 Easftund 20.0% .............. -*-Westbound 04% VEHICULAR SPEED(MPH) Hwy 'Univ�er'sity,Blvd Location: Site 6-Between Vizcaya Pkwy&CR 110 Date: 10/4/2023 TI*me-.(from) I1 18 (to) 12:13 Weather: Clear Surface Tyn e-.,� , Asphalt Condition: Dry/Smooth Vehicle Number of Vehicles Surveyed Cumulative Total of Cumulative Percent of Vehicles Surveyed Vehicles Surveyed MeAu Speed MPH Easitbolund Westbound E,astbound Wiestbound Eastbound Westbound 30 0 0 00.0%, 0.0% .................................. 10 i 31 01 0 0 1 0.0%, 0.0% 32 01 33 0 0 0 0 101.0%, 0.01% 34 0 0 0 0 101.0% 0.10% 35 0 0 0 0 01.0% 0.0% 37 0 0 0 0 0.0% 01�01% 3 8 0 10 0 0 10.,0% 0.0% 39 0 101 0 101.0% 01.10% ................. 40 0 10 0 0 10.0% 01.01% 41 0 1 0 1 10.101% 01.5% 42 0 0 1 10.0% 0.5% 43 0 -1 2 0 3 10.0% 2.1% 44 0 0 0 3, 0.01% 2.11% 45 0- 2 0 6 0.01% 3.7% --46......................... 0", 4 0 9 0.01% 16!.31% 47 1 4 1 13 o,,5% 8.1911% 48 1 5 18 1.11% 12.1% 3.3%:11 14.7% i 5 50 11�6-8'0/t'D 1 5 6 9 31 6.6% 20 1 .5% 52 7 6 16 11.,5% 24.2% 53 9 1�8 36 2 �54 17.5 .31% 54 14 10, 39 65 27,3i/-.-! 43,2% 55 15 6 54. 71 373% 474% 56 4 1 58 72 40.4% 47.9% 57 5 4 63 '76, 433% 5 0.1 5'0/co 58 9 110, 71 86, --491.7% 57.4% 59 13 9 % 60 16 16 99 111 6191.4% 61 13 10 113 121 78.7% 80-5% 62 4 7 116 1,28 81.41% 8531% 63 61 8 �123 it'13 6 85.8% 910.51% 19, 1 64 6 132, 142 92�.31% 94.71% 65 2 2 134 144 1 934% 916.3% 66 4 0 138 1,44 96.2% 916.31 67 2 2 1 147 97.81% 9T9% 68 2 1 1 148 69 1 0 143 148 1.00.0% 98.4% 70 10 1.4.3 1510, 100.0% 100.0% 71 101 0 143 1510, 100.0% 1WO% 72 10 0 143 1501 100.0% 100.0% 73 0 0 143 1510 100.0%, 100.0% 74 0 0 1 1,510, 100.0% 100v% 75 0 0 143 1,50, IWO% 100.0% 76 0 0 143 1�5 10, 100.0% 100.0% 77 0 0 1. 11,510, 100.0% 100.0% 78 0 --------- 0 143 150, IOO.OLO--� 100.0% 79 0 0 143 150 100.0% 100'.0% 80 0 0 143 1501 1,00.0% 00,00/0 Eastbound 851%ti1e speed is mph Westbound 85%tile speed'is 6�2 nip'll, 10 100-10% wo 80.,0% cen 60,0%.1.- ......................---------------------................................................--------------------- .................... 40.0% -----------------------------................................................ ..................... ......................... ..Ar--J� ........................................... . -------- 3, 4e a 20.0% ------------------------ ------------- ------------------------------------------- 10�0% .............. VENCULAR SPEED(UP14) ................---......................... ........................................................................................................................................ .....................................................................................------ ------------------ Hwy: University Blvd Location: Site 7-Between CR 110&SH 130 Date: 10/4/2023 Time:(from) 10:00 (to) 11:05 Weather: Clear Surface Ty A Condition: Dry/Smooth Vehicle Number of Vehicles Surveyed Cumulative Total of Cumulative Percent of Mean Speed Vehicles Surveyed Vehicles Surveyed MPH Eastbound Westbound Eastbound Westbound Eastbound Westbound 30 0 0 0 0 0.0% 0.0�% 31 0 0 0 0 0.0% 0.01% 32 0 0 0 0 0.0�% 0.3% 34 0 0 0 1 0.01% 0.9% 35 0 1 0 2 0.01% 1.5% 36 0 0 0 2 0.3% 1.8% 37 0 0 0 2 0.3% 1.8% 38 0 0 0 2 0.3%- 1.8% 39 1 0 1 2 0.8% 1.8% ............ 40 1 3 2 6 1.4% 4.51% 41 0 1 2 7 1.7% 5.1% 42 .2% V, 1 4 3 to, 2.5% e 8 7e c of ar L V vey ea, &FEastCbou e tbound] 43 2 2 5 1 % % 44 1 3 6- 15 4.7% 11.5% 4.5 1 2 1 8 17 5.91% 46 1 3 8 19 6.4% 15.1,%, 47 2 2 11 7.8% 16.3% 48 3 -------------- 7 13 27 --- 9.8% 21.5% 49 3 5 1 16 33 12.3% 25.7% 50 3 6 19 39 14.2% 30.5% 51 8 8 26 47 20.1% 36.6% 52 9 7 35 54 27.1% 42.3% 53 8 12 44 67 33.2% 52.0% 54 10 12 54 78 41.1% 61 WO%__ 55 9 10 63 89 48.0%-- 69.2% 56 7 4 70 93 53.6% 72.5%, 57 4 1 74 94 56.7% 73.4% 58 6 3 81 97 61.5%, 75.8% 59 12 3 93 100 70.7% 78.2%_1 60 12 9 105 109 719.9% 84.9% 61 9 7 11A 116 86 9% 11 903% 62 4 5 118 120 K9% 94.0% 63 4 1 121 1.21 92.7 % 64 2 3 123 124 94.1% 97.0% 65 3 1 126 125 96,1% 97.6% 66 2 1 128 -A 126 97.5% 98.5% 67 2 1 130 127 98.9% 99.4% 68 1 0 130 128 99.4% 99.7% 69 10 0 130 128 99.4% 99.7% 70 0 0 130 1 99.4% 99.71% 71 0 0 131 128 99.7% 99.7% 72 0 0 131 128 9936/6 73 0 0 131 128 100.0% 99.7% 74 0 0 131 128 100.0% 99.7% 75 0 0 131 128 100.0% 99.7% 131 128 1 00. .7% 77 0 0 131 128 100.01% 99.7% 78 0 0 131 128 100.0% 99.7% 79 0 0 131128 100.0% 100.0% ................. '80 0 0 131 128 1010.0% 100.0% - --------------- astb;u'nd 85%ti.le speed is 61 mph Westbound 85%tfle speed is 61 mph 0 120.0% j LU 4K 100.0% 60.0% ........... 60.0% ---- --------- LH -------------------- 0 40.0% _.......n... .......................- .................. a Easftuind 20.0% ............................... -0-Wastbound p 4 -P -p 0 0 01, 0 0 1p 4 fc� 4p 4 b"ZI 49, t� 61b 41 + All VEHICULAR SPEED(MPH) Matthew Bushak,P.E. December 21,202 Appendix C. Crash data Summary Corridor Unoiversity M m 0 Selected Signalized LA 0: rf M in S �C C7 V 4A 4 a Distance(miles) AADT 28,230 261044 241111 17,801 TotalCrashes 212 ta 106 47 23 Cras es ra sh per Mile 290 54 20 16 CrasheEs(per 100 illion-Vehicle- 939.48 187.72 77.40 83.59 Miles) 2020-2022 Crash Summaryfor University r Location Year Total 2020 80 IH 35 to Sunrise Road(44ane,undivided) 2022 67 2020 25 Sunrise Road to A.W.Grimes Boulevard(5-lane, wide TWLTL) 2021 37 2022 44 2020 3 A.W.Grimes Boulevardto CR 110(2-lane,undivided) 2022 16 2020 6 CR 110 To SH 1 undivided) 2022 Total Crashes 388 Crash Rates for University Boulevard Segment Crash Rates per 100 MV I MT 2020 2021 2022 Corridor Average --------------------- IH 35 to Sunrise Road(4-lane,undivided)* 1063.56 864.15 890.73 Sunrise Road to A.W.Grimes Boulevard(5-lane,undivided w/TWL ) 132.82 196.58 233.77 32207 A.W.Grimes Boulevard to CR 110(2-lane,undivided)" 64.23 88.93 79.05 . 'CR 110 TO SH 130(2-lane,undivided)" 65.49 109.15 76.41 State wide Average 2 lanes,2 way(Urban) 87.94 96.85 94.62 93.14 93.14 State wide Average 2 lanes,2 way(Rural) 176-67 210.04 212.70 199.80 199.80 9 2 4 1 2 6 2 70 8 State wide Average 4+lanes,divided(Urban) 145.52 169-98 163.82 159.77 159.77 State wide Average 4+lanes,divided(Rural) 52.31 60-82 56.96 56.70 56.70 State wide Average 4+l7es,undivided(Urban) 269.55 318.84 319.28 302.56 302.56 State wide Average 4+lanes,undivided(Rural) 86.59 100-36 100.05 95.67 95.67 Segment was a four-lane undivided roadway during the crash analysis period(2020-2022) **Segment was a two-lane undivided roadway during the crash analysis period(2020-2022) Matthew Bushak,P.E. December 21,2023 Appendix D.TxDOT Statewide Average Crash Rate Reports i STATEWID*'E TRAFFIC m,R.. ." Texas CRASH RATES... ffol, TransplorWW By Highway system Traffic Crashes - ear 100 million vehicle miles Highway System Rural Urban Interstate 48.65 137.63 US Highway 61.08 169.10 State Highway 78.60 194.12 Farm-to-Market 109.24 208.32 By Road Type Traffic Crashes n Road Tye ler 100 million vehicle miles Rural Urban 2 la nel 2 way 87.94 176.67 4 or more lanes 52,31 146.62 divided 4 or more lanes 86.59 269.55 undivided Infonrnation contained in this report represents reportable data collected from Texas Peace Officer's Crash Reports( ` i wswwmiw W STATEWIDE AW CRASH RATES ff0 �I 40,ftSportatim of% By Highway S Traffic Crashes � oo milli vehicle Highway System Urban Interstate 60.67 US Highway 197-62 State Highway 89.09 228.89 116.86 245.94 By Road Type Traffic Road 100 million vehicle Rural Urban 2 way 96-85210-04 4 or more lanes, 60.82 9.98 divide 4 or more lanes, 100-36 318.84 undivided u .......... �Hn �µ STATEWIDE TRAFFIC rTexas CRASH RATES of ZOO t tn4 By Highway S Traffic Crashes Highway System per oo million vehicle it s Rural Urban Interstate 52-88 150.86 US Highway 68.42192-67 t to Highway 230-67 Farm-to-Market249.93 By Road Type Traffic Crashes Road gg milli vehicle Rural Urban 2 lane, 2 way 94-62 . 4 or more lanes, 56-96 163.82 divided r more lanes, 100.05 319.28 divided Inforn7a ton contained in Mis fwof t iopfusen ts repoiWble data collected ftm Texas Peace Officei's Crash Repodg(CR-3) leceived and plocessed by Me Department as of March i gf,"rAll, Matthew Bushak.;P.E. December 21,2023 ►Appendix E. Field Observations FIELD OBSERVATIONS \_ \MM UNIVERSITY BOULEVARD (10/05/2023) o \ Speed \ \\ \ \ \ \ Limit Sign Eastho -- University y -1-11 .west EaglesMast Street \\\