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Victory at Coppell CS-220907T1984.01 SUBMITTAL#3 TRAFFICIMPACTANALYSISFOR VICTORYRETAILDEVELOPMENT COPPELL,TEXAS Preparedfor: VictoryRetailCoppell,LLC 8201PrestonRoad,Suite70 0 Dallas,Texas75225 Preparedby: 3030LBJFreeway,Suite1660 Dallas,Texas75234 (972)248-3006 TBPEFirmF-450 September2022 1stReportDate=March30,2022 2ndReportDate=June20,2022 Digitally signed by Kelly D. Parma, P.E., PTOE Date: 2022-09-07 10:19:39 TABLE OF CONTENTS INTRODUCTION .......................................................................................................................... 1 SITE ACCESSIBILITY.................................................................................................................. 4 TRAFFIC VOLUMES .................................................................................................................... 8 PROPOSED DEVELOPMENT.................................................................................................... 13 TRIP DISTRIBUTION AND ASSIGNMENT ............................................................................ 15 INTERSECTION CAPACITY ANALYSES ............................................................................... 22 PRELIMINARY TRAFFIC SIGNAL WARRANT ANALYSIS ................................................ 32 ACCESS MANAGEMENT ANALYSES .................................................................................... 38 CONCLUSIONS AND RECOMMENDATIONS ....................................................................... 41 APPENDIX ................................................................................................................................... 44 LIST OF TABLES Table 1: Historical TxDOT Daily Traffic Counts .......................................................................... 8 Table 2: Historical Turning Movement Volumes – Belt Line Road at Dividend Drive ................ 9 Table 3: Trip Generation Characteristics for Proposed Retail Development .............................. 14 Table 4: Level of Service Criteria for Intersections..................................................................... 22 Table 5: Intersection Capacity Analysis Results – Existing (2021) Conditions .......................... 23 Table 6: Intersection Capacity Analysis Results – Phase 1 (2023) Background and Total Conditions ............................................................................................................................. 24 Table 7: Intersection Capacity Analysis Results – Build-Out Year (2024) Background and Total Conditions ............................................................................................................................. 27 Table 8: Intersection Capacity Analysis Results – Build-Out Year (2024) Background and Total Conditions ............................................................................................................................. 31 Table 9: Hourly Build-Out Year (2024) Total Traffic Volumes - Belt Line Road at Hackberry Road (Scenario 1) ................................................................................................................. 34 Table 10: Hourly Build-Out Year (2024) Total Traffic Volumes - Belt Line Road (SB Left vs NB Approach) (Scenario 2) ......................................................................................................... 35 Table 11: Right Turn Deceleration Lane Analysis Results ......................................................... 38 Table 12: Sight Distance Analysis for Proposed Site Driveways ................................................ 39 LIST OF FIGURES Figure 1: Vicinity Map of the Study Area ..................................................................................... 2 Figure 2: Proposed Site Plan .......................................................................................................... 3 Figure 3: Existing Intersection Lane Configurations ..................................................................... 6 Figure 4: Proposed Intersection Lane Configurations ................................................................... 7 Figure 5: Existing (2021) Peak Hour Traffic Volumes ............................................................... 10 Figure 6: Phase 1 (2023) Background Peak Hour Traffic Volumes ............................................ 11 Figure 7: Build-Out Year (2024) Background Peak Hour Traffic Volumes ............................... 12 Figure 8: Assumed Directional Distribution ................................................................................ 16 Figure 9: Phase 1 (2023) Site Generated Peak Hour Traffic Volumes ........................................ 17 Figure 10: Phase 2 (2024) Site Generated Peak Hour Traffic Volumes ...................................... 18 Figure 11: Build-Out Year (2024) Total Site Generated Peak Hour Traffic Volumes – Phases 1 + 2 ............................................................................................................................................. 19 Figure 12: Phase 1 (2023) Total Peak Hour Traffic Volumes ..................................................... 20 Figure 13: Build-Out Year (2024) Total Peak Hour Traffic Volumes ........................................ 21 Figure 14: Potential Mitigation Measures.................................................................................... 30 Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 1 INTRODUCTION This traffic study was performed to analyze the potential traffic impacts of the retail development proposed to be located east of Belt Line Road between Dividend Drive and Hackberry Road in Coppell, Texas. A vicinity map of the study area is shown in Figure 1 and a site plan for this facility is shown in Figure 2. The following elements were included in this study: Data Collection  Obtained weekday AM and PM peak hour turning movement volumes on Thursday, November 4, 2021, and Saturday peak hour turning movement volumes on Saturday, November 6, 2021, at the following six (6) existing intersections. o Dividend Drive and Belt Line Road o Belt Line Road and existing Retail Driveway o Hackberry Road and Belt Line Road o IH 635 WBFR and Belt Line Road o IH 635 EBFR and Belt Line Road o QT Driveway and Dividend Drive  Obtained historical average daily traffic (ADT) volumes on roadways in the study area.  Obtained the proposed site plan, information related to planned roadway improvements, and other relevant information. Traffic Analysis  Assessed the general accessibility of the site.  Estimated the number of trips that will be generated by the proposed development.  Estimated the directional distribution of traffic approaching / departing the proposed development.  Assigned the estimated traffic to the street network.  Performed capacity analyses for the critical intersections within the study area.  Performed a parking analysis of development. Recommendations  Determined if any roadway improvements are needed to accommodate projected traffic generated by the proposed development. Documentation  Prepared a report documenting the study procedures and results. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 2 Figure 1: Vicinity Map of the Study Area Study Site N Belt Line Rd Belt Line Rd Dividend Dr Retail Dwy Hackberry Rd Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 4 SITE ACCESSIBILITY Site accessibility describes the ease with which vehicles can get to and from a development. A site’s accessibility is affected by the geographical location of the development with respect to other activity areas, the roadway system and physical restraints such as rivers or lakes. The existing and proposed lane configurations for the roadways and the critical intersections within the study area are provided in Figure 3 and Figure 4, respectively. A description of the study area roadways includes: Belt Line Road – At the beginning of this study, Belt Line Road was a six-lane divided roadway that runs in a north/south direction and serves as the western boundary of the proposed development. The posted speed limit in the vicinity of the study area is 45 mph. Belt Line Road is currently under construction to widen the southbound direction to a four- lane section between Dividend Drive and the IH 635 Westbound Frontage Road (WBFR), while the northbound direction will remain a three-lane section. This widening is anticipated to be completed late 2022/early 2023 and was assumed to be completed for Phase 1 (2023) and Build-Out Year (2024) conditions. Belt Line Road is classified as a Boulevard in the 2030 City of Coppell Thoroughfare Plan. Interstate 635 – Interstate 635 is a six-lane divided freeway with a posted speed limit of 70 mph south of the proposed development. On each side of Interstate 635 are one-way frontage roads which generally have three lanes and a posted speed limit of 45 mph. IH 635 is classified as a Freeway in the 2030 City of Coppell Thoroughfare Plan. Dividend Drive – Dividend Drive is a four-lane divided roadway west of Belt Line Road and it is a two-lane undivided roadway east of Belt Line Road. Dividend Drive runs in an east/west direction and serves as the north boundary of the proposed development. The posted speed limit is 30 mph. Dividend Drive is classified as an Avenue in the 2030 City of Coppell Thoroughfare Plan. Hackberry Road – Hackberry Road is a two-lane roadway with a center two-way left turn lane that runs in an east/west direction. Hackberry Road is restricted to a right only at Belt Line Road. The posted speed limit is 30 mph. Hackberry Road is not identified in the 2030 City of Coppell Thoroughfare Plan. Direct access to the proposed retail development will be provided by:  One (1) full-access driveway (Driveway 1) on Belt Line Road which is planned to align with the existing retail driveway to the west and will be approximately 420 feet north of Hackberry Road and approximately 385 feet south of the proposed Driveway 2.  One (1) right-in/right-out only driveway (Driveway 2) on Belt Line Road which is planned to be approximately 385 feet north the proposed Driveway 1 and approximately 285 feet south of the proposed Driveway 3. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 5  One (1) right-in/right-out only driveway (Driveway 3) on Belt Line Road which is planned to be approximately 285 feet north the proposed Driveway 2 and approximately 295 feet south of Dividend Drive.  One (1) full-access driveway (Driveway 4) on Dividend Drive which is planned to align with the existing QT driveway to the north and will be approximately 320 feet east of Belt Line Road and approximately 230 feet west of Driveway 5.  One (1) full-access driveway (Driveway 5) on Dividend Drive which is planned to be approximately 230 feet east of Driveway 4 and approximately 100 feet west of an existing commercial driveway.  One (1) full-access driveway (Driveway 6) on Hackberry Road which is planned to align with the existing CVS driveway to the north and will be approximately 220 feet east of Belt Line Road and approximately 620 feet west of Cypress Waters Boulevard. This driveway will primarily serve a future hotel that is being developed by others. SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 3Existing Intersection Lane Configurations NOT TO SCALEN STUDY INTERSECTION LEGEND SIGNALIZED INTERSECTION STOP STOP-CONTROLLED INTERSECTION STOPSTOP**IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDividend Dr * Two-Way Left Turn Lane (TWLTL). STOP*STOPSTOP SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN STUDY INTERSECTION LEGEND SIGNALIZED INTERSECTION STOP STOP-CONTROLLED INTERSECTION DEVELOPMENT PROPOSED STOPSTOPSTOPSTOPSTOPSTOP **IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 2 Dwy 3 Dwy 4Dividend Dr * Two-Way Left Turn Lane (TWLTL). Proposed Intersection Lane Configurations Figure 4Dwy 6Dwy 5STOP STOPSTOPST OPSTOP Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 8 TRAFFIC VOLUMES Existing Traffic Volumes Existing weekday AM (7:00 – 9:00) and PM (4:00 - 6:00) peak period turning movement volumes were collected on Thursday, November 4, 2021, and existing Saturday (12:00 PM – 2:00 PM) peak period turning movement volumes were collected on Saturday, November 6, 2021 at the following six (6) existing intersections. 1. Dividend Drive and Belt Line Road 2. Belt Line Road and existing Retail Driveway 3. Hackberry Road and Belt Line Road 4. IH 635 WBFR and Belt Line Road 5. IH 635 EBFR and Belt Line Road 6. QT Driveway and Dividend Drive These traffic volumes were collected prior to the beginning of the Belt Line Road construction project. Based on comments provided by City staff, traffic volumes were approximately 30% higher pre-COVID (March 2020). Therefore, to account for the existing depressed traffic volumes, the existing traffic volumes collected in November 2021 were increased by 30% (increased by a factor of 1.3). Figure 5 shows the existing peak hour traffic volumes collected for this traffic study with the adjustment factor applied. The initial existing traffic volumes figure and raw traffic count data are provided in the Appendix. Historical 24-hour traffic volumes near the proposed development were obtained from TxDOT’s online Traffic Count Database System and are presented in Table 1. Table 1: Historical TxDOT Daily Traffic Counts Year Location Belt Line Road (S of Hackberry Rd) Belt Line Road (N of Dividend Dr) Hackberry Road (E of Belt Line Rd) Hackberry Road (E of Cypress Waters Blvd) 2014 41,957 39,805 5,691 4,491 2015 - - - - - - - - - - - - 2016 - - - - - - - - - - - - 2017 - - - - - - - - - - - - 2018 - - - - - - - - - - - - 2019 35,554 32,057 5,541 4,968 Average Annual Growth1 -3% -4% -1% +2% 1 Growth rate from 2014 to 2019 The traffic volumes in Table 1 show that traffic has decreased at three (3) of the four (4) locations. Further analysis of other historical volumes in the area was performed to aid in determining an appropriate growth rate for use in this study. As part of other traffic studies in the area over the past 12 years, AM and PM peak hour traffic volumes were collected at the Belt Line Road and Dividend Drive intersection. A summary of the traffic volumes collected at this intersection for Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 9 the current study and three (3) previous studies is provided in Table 2. Based on the range of growth rates provided in this table (both positive and negative), an annual growth rate of three percent (3%) was used for determining Background traffic volumes under Phase 1 (2023) and Build-Out Year (2024) conditions. Table 2: Historical Turning Movement Volumes – Belt Line Road at Dividend Drive AM Peak Hour Growth from 2009 Growth from 2015 Growth from 2020 Year Intersection Belt Line Intersection Belt Line Intersection Belt Line Intersection Belt Line 2009 3,532 3,519 - - - - - - - - - - - - - - - - - - 2015 4,575 4,252 +4% +3% - - - - - - - - - - - - 2020 3,946 3,618 +1% 0% -3% -3% - - - - - - 2021 2,750 2,569 -4% -5% -7% -7% -30% -29% PM Peak Hour 2009 2015 2020 Year Intersection Belt Line Intersection Belt Line Intersection Belt Line Intersection Belt Line 2009 3,362 3,238 - - - - - - - - - - - - - - - - - - 2015 4,796 4,337 +6% +5% - - - - - - - - - - - - 2020 4,135 3,168 +2% 0% -3% -6% - - - - - - 2021 2,855 2,516 -3% -4% -7% -5% -31% -21% Background Traffic Volumes To develop background traffic volumes under Phase 1 (2023) and Build-Out Year (2024) conditions, the existing traffic volumes (Figure 5) were grown using this average annual rate (3%). The Phase 1 (2023) and Build-Out Year (2024) Background traffic volumes at the study intersections are provided in Figure 6 and Figure 7, respectively. As part of the current Belt Line Road construction, a median opening is being constructed approximately 450 feet north of Hackberry Road at the location of the existing Retail Driveway that serves the Point West development west of Belt Line Road. To account for the traffic generated by the Point West development using the new median opening, eastbound and northbound left turn traffic volumes from the TIA performed for the Point West development were added to that intersection. For Saturday peak hour traffic volumes, trips generated by the Point West development were estimated and assigned to those two movements at the median opening. This information is provided in the Appendix. SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 5 NOT TO SCALEN Existing (2021) Peak Hour Traffic Volumes IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Retail Dwy Hackberry Rd CVS DwyQT DwyHackberry Rd Dividend Dr Dividend Dr STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES 20 (98) [8] 12 (27) [9]27 (21) [8]23 (30) [9]98 (13) [18] 130 (131) [74] 4 (3) [4] 74 (133) [55] 21 (27) [8] 25 (38) [9]20 (25) [7]111 (61) [38]1,304 (1,385) [1,160]62 (21) [10]61 (140) [61] 12 (5) [10] 43 (98) [38]104 (42) [43]1,528 (1,620) [1,006]151 (65) [33]61 (53) [78]1,539 (1,968) [1,307]91 (18) [81]83 (25) [101]1,816 (1,736) [1,173]121 (129) [125]13 (4) [16]87 (90) [142]1,438 (1,794) [1,226]16 (16) [14]30 (20) [48]536 (199) [156]1,751 (1,663) [1,018]1,416 (1,746) [1,126]137 (177) [131]794 (807) [772] 114 (161) [59] 564 (438) [352]1,672 (1,260) [826]198 (251) [163]230 (226) [142] 86 (49) [75] 413 (143) [103]300 (714) [482]1,383 (1,539) [915]Belt Line Rd490 (832) [714]1,817 (1,777) [1,201]* Saturday, November 06, 2021 *Saturday intersection turning movement volumes collected on Thursday, November 04, 2021 *Weekday intersection turning movement volumes collected on traffic volumes were increased by 30% As requested by City staff, the initial existing peak hour SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Retail Dwy Hackberry Rd CVS DwyQT DwyHackberry Rd Dividend Dr Dividend Dr STUDY INTERSECTION LEGEND Figure 6 AM (PM) [SATURDAY] PEAK HOUR VOLUMES Phase 1 (2023) Background Peak Hour Traffic Volumes139 (247) [247]89 (89) [159]Belt Line Rd79 (141) [58] 22 (29) [8] 26 (40) [10]21 (26) [7]117 (65) [40]1,383 (1,469) [1,230]66 (22) [11]65 (149) [65] 12 (6) [11] 46 (103) [40]110 (44) [46]1,621 (1,718) [1,067]160 (69) [34]65 (57) [83]88 (26) [108]1,927 (1,841) [1,244]1,633 (2,088) [1,386]97 (19) [86]14 (4) [17]92 (95) [150]1,525 (1,903) [1,301]17 (17) [15]128 (137) [132] 32 (21) [51]568 (211) [166]1,858 (1,764) [1,080]843 (856) [819] 121 (171) [62] 599 (465) [374]1,502 (1,852) [1,194]145 (188) [139]1,774 (1,336) [876]210 (266) [172]520 (883) [757]1,928 (1,885) [1,274]244 (240) [150] 91 (52) [80] 439 (152) [109]319 (757) [512]1,467 (1,633) [971]21 (103) [8] 12 (29) [10]29 (22) [8]25 (32) [10]103 (14) [19] 138 (139) [79] 4 (3) [4] SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Retail Dwy Hackberry Rd CVS DwyQT DwyHackberry Rd Dividend Dr Dividend Dr STUDY INTERSECTION LEGEND Figure 7 AM (PM) [SATURDAY] PEAK HOUR VOLUMES Build Out Year (2024) Background Peak Hour Traffic Volumes 89 (89) [159]139 (247) [247]81 (145) [60] 23 (30) [9] 27 (41) [10]21 (27) [7]121 (67) [41]1,425 (1,513) [1,267]68 (23) [11]114 (45) [47]1,669 (1,770) [1,100]165 (71) [36]67 (58) [85]67 (153) [67] 13 (6) [11] 47 (107) [41]1,682 (2,151) [1,428]99 (20) [88]91 (27) [111]1,985 (1,896) [1,281]132 (141) [136]585 (217) [170]1,913 (1,817) [1,112]33 (21) [53]14 (4) [17]95 (98) [155]1,571 (1,960) [1,340]17 (17) [16]868 (882) [844] 125 (176) [64] 617 (479) [385]1,547 (1,908) [1,230]149 (193) [143]1,827 (1,377) [902]216 (274) [178]536 (909) [780]1,986 (1,942) [1,313]251 (247) [155] 94 (54) [82] 452 (156) [112]328 (780) [527]1,511 (1,682) [1,000]Belt Line Rd107 (14) [20] 142 (143) [81] 4 (3) [4] 21 (107) [9] 13 (30) [10]30 (23) [9]26 (33) [10] Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 13 PROPOSED DEVELOPMENT The proposed development will consist of approximately 130,000 square foot of commercial land uses. Based on discussions with the developer’s representative, Build-Out of Phase 1 is planned to occur in 2023 and the Build-Out of Phase 2 is planned to occur in 2024. The components of the current development plan included in each of the Phases is summarized below: Phase Description Components Size Phase 1 (2023) Pad Site 3 (Retail A Tract) Retail Restaurant1 4,850 ft2 5,900 ft2 Pad Site 4 (Retail B Tract) Retail Restaurant2 5,830 ft2 3,820 ft2 Pad Site 5 (Pad 4) Quick-Serve Restaurant 2,200 ft2 Pad Site 6 (Retail C Tract) Retail Restaurant3 10,413 ft2 5,662 ft2 Pad Site 7 (Retail D Tract) Day Care Restaurant4 Office 11,200 ft2 (200 students) 4,200 ft2 25,000 ft2 Pad Site 10 (Retail F Tract) Retail Restaurant5 1,400 ft2 3,700 ft2 TOTAL3 72,975 ft2 / 84,175 ft2 Phase 2 (2024) Pad Site 1 Retail Restaurant 3,400 ft2 2,000 ft2 Pad Site 2 Quick-Serve Restaurant 3,000 ft2 Pad Site 8 (Retail E Tract) Grocery Restaurant Banquet Hall Outdoor Patio 21,600 ft2 2,400 ft2 7,500 ft2 1,500 ft2 Pad Site 9 (Retail G Tract) Medical Office 4,000 ft2 TOTAL 45,400 ft2 Phases 1 + 2 TOTAL3 118,375 ft2 / 129,575 ft2 1 Includes 400 ft2 of outdoor dining 2 Includes 100 ft2 of outdoor dining 3 Includes 1,200 ft2 of outdoor dining 4 Includes 500 ft2 of outdoor dining 5 Includes 200 ft2 of outdoor dining 6 Size excluding Day Care / including Day Care The number of trips generated by the development is a function of the type and quantity of land use for the development. The number of vehicle trips generated by the proposed retail development was estimated based on the trip generation rates and equations provided in the publication entitled Trip Generation Manual, 11th Edition, by the Institute of Transportation Engineers (ITE). Estimates of the number of trips generated by the site were made for the AM peak hours, PM peak hours, Saturday peak hours as well as on a daily basis. The trip generation characteristics for the proposed development using information from the Trip Generation Manual are shown in Table 3. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 14 For ease of analysis, the trip generation estimates shown in Table 3 represent that of the previous site plan (119,875 ft2) and continued to be used in this updated analysis. The current site plan has 1,500 ft2 less space than the previous site plan and is expected to generate fewer trips than assumed in this study (5 fewer AM peak hour trips / 11 fewer PM peak hour trips / 12 fewer Saturday peak hour trips). Therefore, using the trip generation characteristics of the previous site is predicted to result in a slightly conservative estimate of the impact of the development on the roadway network. Table 3: Trip Generation Characteristics for Proposed Retail Development Land Use Rates1 Description ITE Code Average Weekday AM Peak Hour PM Peak Hour Saturday Peak Shopping Plaza (40-150k) with Supermarket 821 T = 94.49(X) T = 3.53(X) T = 7.67(X) + 118.86 T = 7.60(X) + 125.07 Day Care Center 565 T = 4.09(Y) T = 0.66(Y) + 8.42 ln(T) = 0.87*ln(Y) + 0.29 T = 0.11(Y) Land Use Directional Split2 Description ITE Code Average Weekday AM Peak Hour PM Peak Hour Saturday Peak Shopping Plaza (40-150k) with Supermarket 821 50 / 50 62 / 38 48 / 52 51 / 49 Day Care Center 565 50 / 50 53 / 47 47 / 53 63 / 37 Number of Trips Land Use Variable3 Average Weekday AM Peak Hour PM Peak Hour Saturday Peak Total In Out Total In Out Total In Out Total In Out Shopping Plaza (40-150k) with Supermarket 119.875 10,638 5,320 5,320 423 262 161 1,038 504 534 1,036 535 501 PHASE 1 (2023) Shopping Plaza 73.475 (61%) 6,490 3,245 3,245 258 160 98 633 310 323 632 329 303 Day Care Center 200 818 409 409 140 74 66 134 63 71 22 14 8 PHASE 1 (2023) TOTAL 7,308 3,654 3,654 398 234 164 767 373 394 654 343 311 PHASE 2 (2024) Shopping Plaza 46.4 (39%) 4,150 2,075 2,075 165 102 63 405 194 211 404 206 198 PHASE 2 (2024) TOTAL 4,150 2,075 2,075 165 102 63 405 194 211 404 206 198 PHASE 1 (2023) + PHASE 2 (2024) TOTAL 11,458 5,729 5,729 563 336 227 1,172 567 605 1,058 549 509 1T = Trips Ends; X = 1,000 square feet; Y = Number of Students 2XX / YY = % entering vehicles / % exiting vehicles 31,000 Square Feet or Number of Students Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 15 TRIP DISTRIBUTION AND ASSIGNMENT Trip Distribution The existing traffic volumes and roadways in the area, along with the proposed site layout, were used to determine the directions from which traffic would approach and depart the proposed retail development. The assumed directional distribution is provided in Figure 8. Site Traffic Volumes Traffic volumes expected to be generated by the proposed retail development (Table 3) were assigned to the study intersections based on the directional distribution identified in Figure 8. The estimated site generated peak hour traffic volumes under Phase 1 (2023) and Phase 2 (2024) are shown in Figure 9 and Figure 10, respectively. The total site generated peak hour traffic volumes under Build-Out Year (2024) conditions are shown in Figure 11. Total Traffic Conditions Total (background + site) peak hour traffic volumes at Phase 1 (2023) of the proposed retail development were obtained by adding the Phase 1 (2023) Background traffic volumes (Figure 6) to the Phase 1 (2023) site generated traffic volumes (Figure 9) and are shown in Figure 12. Total (background + site) peak hour traffic volumes at Build-Out Year (2024) of the proposed retail development were obtained by adding the Build-Out Year (2024) Background traffic volumes (Figure 7) to the Build-Out Year (2024) site generated traffic volumes (Figure 11) and are shown in Figure 13. SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 2 Dwy 3 Dwy 4Hackberry Rd Dividend Dr Figure 8Dwy 6Dwy 5STUDY INTERSECTION LEGEND INBOUND (OUTBOUND) PERCENTAGE(35%)35%(5%) 5% 15% (15%)25%(25%)(5%) 5% Assumed Directional Distribution 10% (10%) 5% (5%)15%20%1% 4%(32%)(3%)15% 4% 5% (2%)(5%)(2%)5% 5% 4% (5%)5%(27%)(20%)31%5% (7%)(30%) (5%)5%40%1% 4%(5%)(2%)(40%)(5%)15%30%25%5%(15%)(25%)(15%) (2%) (3%)(5%)(18%)(8%)21% (15%)21% (15%)5%(45%)1% (2%)5%36% (2%)21%(15%) SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 2 Dwy 3 Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5STUDY INTERSECTION LEGEND Dwy 4AM (PM) [SATURDAY] PEAK HOUR VOLUMES Phase 1 (2023) Site Generated Peak Hour Traffic Volumes Figure 9 12 (19) [17] 12 (19) [17] 12 (19) [17] 12 (19) [17] 3 (8) [6]8 (20) [16]30 (71) [59]13 (32) [25] 6 (12) [10]2 (4) [3] 9 (15) [14] 12 (19) [17]8 (20) [16]3 (8) [6]9 (15) [14] 8 (20) [16] 35 (56) [51] 9 (15) [14] 25 (59) [47] 3 (8) [6] 5 (12) [9]35 (56) [51]47 (75) [69]2 (4) [3] 9 (15) [14]52 (126) [100]5 (12) [9]12 (19) [17]44 (106) [84]74 (134) [119]33 (79) [62]73 (116) [106]23 (46) [39]74 (137) [119]49 (118) [93] 8 (20) [16]12 (19) [17]88 (142) [130]49 (78) [72]25 (59) [47]8 (20) [16]3 (8) [6]74 (177) [140]12 (19) [17]94 (149) [137]35 (56) [51]70 (112) [103]66 (158) [124]8 (20) [16]59 (93) [86]25 (59) [47]41 (99) [78] SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 2 Dwy 3 Dwy 4Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES 2 (6) [6] Figure 10Phase 2 (2024) Site Generated Peak Hour Traffic Volumes 3 (11) [10]1 (4) [4]4 (8) [8] 3 (11) [10] 5 (10) [10] 1 (4) [4]3 (11) [10]11 (38) [36]15 (29) [31] 4 (8) [8] 9 (32) [30] 1 (4) [4] 2 (6) [6]15 (29) [31]20 (39) [41]1 (2) [2] 4 (8) [8] 5 (17) [16]21 (41) [43]9 (32) [30]3 (11) [10]1 (4) [4]1 (2) [2] 4 (8) [8] 5 (10) [10] 15 (29) [31] 5 (10) [10] 5 (10) [10] 5(10) [10]26 (49) [52]9 (32) [30]16 (53) [50]31 (58) [62]25 (84) [79]3 (11) [10]5 (10) [10]41 (78) [82]28 (95) [89]19 (63) [59] 3 (11) [10]5 (10) [10]38 (74) [78]13 (42) [40]32 (60) [64]10 (24) [24]31 (72) [73]5 (10) [10]17 (57) [53]31 (72) [73]20 (68) [63]2 (6) [6] SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 11 NOT TO SCALEN DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 3 Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5Dwy 4STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES Peak Hour Traffic Volumes - Phase 1 + 2 Build Out Year (2024) Total Site Generated Dwy 2 17 (28) [27] 17 (28) [27]11 (30) [25]5 (12) [10]17 (28) [27] 5 (12) [10]11 (30) [25]41 (109) [92]34 (91) [76] 5 (12) [10] 7 (18) [15]73 (194) [163]7 (18) [15]18 (48) [41]105 (210) [192]17 (28) [27]61 (163) [137]105 (210) [192]45 (121) [102]71 (119) [115]34 (91) [76]68 (182) [153] 11 (30) [25]17 (28) [27]126 (216) [208]8 (18) [16]102 (272) [229]91 (242) [204]11 (30) [25]101 (170) [165]34 (91) [76]57 (151) [127]17 (28) [27]11 (30) [25]5 (12) [10]17 (28) [27]84 (142) [137]50 (85) [82] 3 (6) [5] 13 (23) [22]17 (28) [27]134 (227) [220]104 (176) [17033 (71) [63]3 (6) [5] 13 (23) [22]50 (85) [82]67 (113) [110]50 (85) [82] 13 (23) [22] 13 (23) [22] 11 (30) [25] SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 12 NOT TO SCALEN DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 2 Dwy 3 Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5Dwy 4STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES Phase 1 (2023) Total Peak Hour Traffic Volumes 8 (20) [16]3 (8) [6]8 (20) [16]30 (71) [56]13 (32) [25] 33 (79) [62] 49 (118) [93] 0 (0) [0] 8 (20) [16]8 (20) [16]3 (8) [6]88 (26) [108] 0 (0) [0] 89 (89) [159] 12 (19) [17] 45 (151) [35] 9 (15) [14] 141 (56) [43] 12 (19) [17] 24 (111) [14] 12 (29) [10]29 (22) [8]25 (32) [10]35 (56) [51] 113 (29) [33] 138 (139) [79] 4 (3) [4]110 (44) [46]1,673 (1,845) [1,167]165 (81) [44]65 (57) [83]103 (200) [105] 25 (37) [14] 31 (52) [19]21 (26) [7]152 (121) [91]1,430 (1,543) [1,299]66 (22) [11]1,665 (1,952) [1,554]67 (153) [68] 22 (20) [25] 46 (103) [40]1,665 (1,952) [1,554]12 (19) [17]1,971 (1,948) [1,328]49 (78) [72]1,658 (2,147) [1,433]97 (19) [86]12 (19) [17]2,014 (1,983) [1,374]139 (247) [247]134 (148) [142] 32 (21) [51] 661 (306) [316] 12 (19) [17] 131 (140) [136] 9 (15) [14] 843 (856) [819] 121 (171) [62] 634 (521) [425]1,568 (2,010) [1,319]153 (207) [155]1,844 (1,448) [979]210 (266) [172]244 (240) [150] 91 (52) [80] 450 (170) [126]319 (757) [512]1,526 (1,726) [1,057]545 (942) [804]1,969 (1,984) [1,352]580 (230) [183]1,951 (1,913) [1,217]14 (4) [17]92 (95) [150]1,599(2,081) [1,441]17 (17) [15]73 (116) [106]1,950 (1,887) [1,283] SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 13 DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 2 Dwy 3 Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5Dwy 4STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES Build-Out Year (2024) Total Peak Hour Traffic Volumes 11 (30) [25]5 (12) [10]11 (30) [25]41 (109) [92]18 (48) [41] 45 (121) [102] 68 (182) [153] 11 (30) [25]11 (30) [25]5 (12) [10]139 (247) [247]NOT TO SCALEN 17 (28) [27] 51 (165) [46] 13 (23) [22] 148 (67) [54] 17 (28) [27] 26 (119) [19] 13 (30) [10]30 (23) [9]26 (33) [10]50 (85) [82] 120 (37) [42] 142 (143) [81] 4 (3) [4] 115 (236) [136] 27 (42) [19] 34 (59) [25]21 (27) [7]171 (152) [124]1,492 (1,626) [1,377]68 (23) [11]114 (45) [47]1,742 (1,964) [1,262]172 (89) [51]67 (58) [85]70 (159) [72] 26 (28) [33] 47 (107) [41]1,744 (2,079) [1,670]1,744 (2,079) [1,670]17 (28) [27]2,046 (2,060) [1,419]104 (176) [170]2,017 (1,967) [1,344]71 (119) [115]1,716 (2,241) [1,504]99 (20) [88]17 (28) [27]2,110 (2,113) [1,489]91 (27) [111] 0 (0) [0] 89 (89) [159] 140 (158) [152]14 (4) [17]95 (98) [155]1,673 (2,237) [1,569]17 (17) [16]33 (21) [53]602 (246) [198]2,048 (2,044) [1,332]135 (146) [142] 13 (23) [22] 680 (315) [325] 17 (28) [27] 868 (882) [844] 125 (176) [64] 667 (564) [467]1,638 (2,150) [1,434]161 (223) [169]328 (780) [527]1,595 (1,824) [1,137]251 (247) [155] 94 (54) [82] 469 (185) [140]1,928 (1,547) [1,067]216 (274) [178]570 (1,001) [856]2,043 (2,093) [1,440] Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 22 INTERSECTION CAPACITY ANALYSES The Level of Service (LOS) of an intersection is a qualitative measure of capacity and operating conditions and is directly related to vehicle delay. The LOS criteria for unsignalized and signalized intersections are shown in Table 4. LOS is given a letter designation from A to F, with LOS A representing very short delays and LOS F representing very long delays or over-capacity conditions. LOS D is considered the minimum acceptable condition for both signalized and unsignalized intersections. Table 4: Level of Service Criteria for Intersections Level-of-Service (LOS) Average Delay (seconds/vehicle) Unsignalized Signalized A ≤ 10.0 ≤ 10.0 B 10.1 to 15.0 10.1 to 20.0 C 15.1 to 25.0 20.1 to 35.0 D 25.1 to 35.0 35.1 to 55.0 E 35.1 to 50.0 55.1 to 80.0 F > 50.0 or Volume exceeds Capacity > 80.0 or Volume exceeds Capacity Capacity analyses were conducted for the study area intersections under the following analysis scenarios:  Existing (2021) Conditions  Phase 1 (2023) Background Conditions  Phase 1 (2023) Total Conditions  Build-Out Year (2024) Background Conditions  Build-Out Year (2024) Total Conditions The intersection capacity analyses were conducted using Highway Capacity Manual methodologies in the Synchro 11 traffic analysis software package. Printouts of the Synchro analysis results are provided in the Appendix. Existing Traffic Conditions The existing lane configurations shown in Figure 3 and the Existing (2021) traffic volumes shown in Figure 5 were used for the existing analyses. Table 5 presents the capacity analysis results for the study intersections under Existing (2021) conditions. The shaded cells in this table indicate approaches that are currently operating beyond LOS D. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 23 Table 5: Intersection Capacity Analysis Results – Existing (2021) Conditions 1: Belt Line Road and Dividend Drive (Signalized) Scenario Peak Hour Intersection EB WB NB SB Existing (2021) Conditions AM 27.3 (C) 1 38.1 (D) 56.0 (E) 31.9 (C) 18.6 (B) PM 17.5 (B) 35.8 (D) 63.0 (E) 10.0 (A) 17.4 (B) Saturday 15.4 (B) 18.3 (B) 30.2 (C) 12.9 (B) 16.7 (B) 2: Belt Line Road and Retail Driveway (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Existing (2021) Conditions AM -- 2 12.4 (B) -- -- -- PM -- 13.3 (B) -- -- -- Saturday -- 12.0 (B) -- -- -- 3: Belt Line Road and Hackberry Road (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Left Existing (2021) Conditions AM -- 11.4 (B) 14.0 (B) -- 24.3 (C) PM -- 12.4 (B) 13.9 (B) -- 13.2 (B) Saturday -- 11.0 (B) 11.4 (B) -- 13.2 (B) 4: Belt Line Road and IH 635 Westbound Frontage Road (Signalized) Scenario Peak Hour Intersection EB WB NB SB Existing (2021) Conditions AM 49.9 (D) -- 99.8 (F) 26.5 (C) 30.9 (C) PM 51.4 (D) -- 111.5 (F) 10.2 (B) 39.8 (D) Saturday 31.1 (C) -- 43.5 (D) 6.5 (A) 38.9 (D) 5: Belt Line Road and IH 635 Eastbound Frontage Road (Signalized) Scenario Peak Hour Intersection EB WB NB SB Existing (2021) Conditions AM 49.1 (D) 100.5 (F) -- 80.3 (F) 10.0 (B) PM 35.9 (D) 85.0 (F) -- 32.9 (C) 30.7 (C) Saturday 18.0 (B) 41.6 (D) -- 24.4 (C) 9.5 (A) 6: Dividend Drive and QT Driveway (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB Left WB NB SB Existing (2021) Conditions AM -- 7.5 (A) -- -- 10.3 (B) PM -- 7.8 (A) -- -- 10.6 (B) Saturday -- 7.4 (A) -- -- 9.2 (A) 1 Delay in seconds/vehicle (Level of Service) 2 HCM methodology does not provide intersection-wide delay/level of service for Side-Street/Two-Way Stop-Controlled analysis Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 24 The analysis results in Table 5 indicate that while some approaches at the signalized intersections are currently operating at LOS E or LOS F, the signalized intersections themselves currently operate at LOS D or better during the AM, PM and Saturday peak hours under Existing (2021) conditions. Additionally, the approaches and movements at the unsignalized intersections currently operate at LOS D or better. Phase 1 (2023) Background and Total Conditions The existing lane configurations shown in Figure 3 and the Phase 1 (2023) Background traffic volumes shown in Figure 6 were used for the Phase 1 (2023) Background analyses. The proposed lane configurations shown in Figure 4 and the Phase 1 (2023) Total traffic volumes shown in Figure 12 were used for the Phase 1 (2023) Total analyses. Under Phase 1 (2023) Total conditions, the project to widen Belt Line Road within the study area was assumed to be complete. Upon completion, the southbound direction of Belt Line Road will be a four-lane roadway while the northbound section will remain a three-lane roadway. Since Highway Capacity Manual methodology does not support more than three through lanes on a major street approach for unsignalized intersection analysis, the southbound approach was assumed to be three lanes at the stop-controlled intersections along Belt Line Road and the through traffic volumes were reduced accordingly. Table 6 presents the capacity analysis results for the study intersections under Phase 1 (2023) Background and Total conditions. The shaded cells in this table indicate the intersections and approaches that are predicted to operate beyond LOS D. Table 6: Intersection Capacity Analysis Results – Phase 1 (2023) Background and Total Conditions 1: Belt Line Road and Dividend Drive (Signalized) Scenario Peak Hour Intersection EB WB NB SB Phase 1 (2023) Background AM 26.8 (C) 1 38.0 (D) 56.7 (E) 30.3 (C) 19.1 (B) PM 18.5 (B) 35.8 (D) 65.5 (E) 10.6 (B) 18.9 (B) Saturday 16.2 (B) 18.1 (B) 30.3 (C) 13.9 (B) 17.3 (B) Phase 1 (2023) Total AM 28.7 (C) 38.9 (D) 59.2 (E) 31.3 (C) 21.9 (C) PM 26.2 (C) 39.2 (D) 97.5 (F) 15.7 (B) 24.4 (C) Saturday 20.1 (C) 18.7 (B) 28.3 (C) 18.5 (B) 21.0 (C) 2: Belt Line Road and Retail Driveway / Driveway 1 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB Left SB Left Phase 1 (2023) Background AM -- 2 21.4 (C) -- 11.1 (B) -- PM -- >300 (F) -- 13.3 (B) -- Saturday -- >300 (F) -- 12.0 (B) -- Phase 1 (2023) Total AM -- 21.9 (C) 153.6 (F) 11.3 (B) 11.9 (B) PM -- >300 (F) >300 (F) 13.4 (B) 12.3 (B) Saturday -- >300 (F) >300 (F) 12.6 (B) 10.3 (A) Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 25 3: Belt Line Road and Hackberry Road (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Left Phase 1 (2023) Background AM -- 10.8 (B) 15.1 (B) -- 28.4 (D) PM -- 11.3 (B) 14.9 (B) -- 13.3 (B) Saturday -- 10.5 (B) 11.8 (B) -- 13.3 (B) Phase 1 (2023) Total AM -- 10.8 (B) 15.7 (C) -- 34.5 (D) PM -- 11.7 (B) 16.3 (C) -- 14.7 (B) Saturday -- 10.8 (B) 12.3 (B) -- 14.9 (B) 4: Belt Line Road and IH 635 Westbound Frontage Road (Signalized) Scenario Peak Hour Intersection EB WB NB SB Phase 1 (2023) Background AM 58.7 (E) -- 116.0 (F) 44.6 (D) 21.2 (C) PM 50.9 (D) -- 127.3 (F) 10.6 (B) 26.8 (C) Saturday 28.8 (C) -- 49.2 (D) 6.9 (A) 26.9 (C) Phase 1 (2023) Total AM 68.1 (E) -- 127.9 (F) 60.9 (E) 21.3 (C) PM 54.8 (D) -- 142.4 (F) 9.8 (A) 28.4 (C) Saturday 28.9 (C) -- 50.2 (D) 6.3 (A) 27.7 (C) 5: Belt Line Road and IH 635 Eastbound Frontage Road (Signalized) Scenario Peak Hour Intersection EB WB NB SB Phase 1 (2023) Background AM 56.8 (E) 116.0 (F) -- 92.0 (F) 12.4 (B) PM 48.0 (D) 92.4 (F) -- 35.4 (D) 51.7 (D) Saturday 21.0 (C) 44.8 (D) -- 25.9 (C) 13.5 (B) Phase 1 (2023) Total AM 59.7 (E) 120.5 (F) -- 98.0 (F) 12.6 (B) PM 55.0 (D) 95.2 (F) -- 36.7 (D) 64.1 (E) Saturday 24.1 (C) 46.7 (D) -- 27.3 (C) 18.1 (B) 6: Dividend Drive and QT Driveway / Driveway 4 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB Left WB Left NB SB Phase 1 (2023) Background AM -- 7.6 (A) -- -- 10.5 (B) PM -- 7.9 (A) -- -- 10.8 (B) Saturday -- 7.4 (A) -- -- 9.2 (A) Phase 1 (2023) Total AM -- 7.6 (A) 7.5 (A) 12.8 (B) 11.0 (B) PM -- 7.9 (A) 7.4 (A) 14.6 (B) 11.5 (B) Saturday -- 7.4 (A) 7.4 (A) 11.3 (B) 9.6 (A) Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 26 7: Belt Line Road and Driveway 3 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Phase 1 (2023) Total AM -- -- 13.1 (B) -- -- PM -- -- 13.2 (B) -- -- Saturday -- -- 11.0 (B) -- -- 8: Belt Line Road and Driveway 2 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Phase 1 (2023) Total AM -- -- 13.2 (B) -- -- PM -- -- 13.9 (B) -- -- Saturday -- -- 11.4 (B) -- -- 9: Dividend Drive and Driveway 5 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB Left NB SB Phase 1 (2023) Total AM -- -- 7.5 (A) 9.0 (A) -- PM -- -- 7.4 (A) 9.1 (A) -- Saturday -- -- 7.4 (A) 8.8 (A) -- 1 Delay in seconds/vehicle (Level of Service) 2 HCM methodology does not provide intersection-wide delay/level of service for Side-Street/Two-Way Stop-Controlled analysis The analysis results in Table 6 indicate that while the Belt Line Road and Dividend Drive signalized intersection is predicted to operate at LOS D or better under Phase 1 (2023) Background and Total conditions, the IH 635 EBFR and IH 635 WBFR signalized intersections with Belt Line Road are both predicted to operate at LOS E during the AM peak hour under Phase 1 (2023) Background and Total conditions. As part of the current Belt Line Road construction, a median opening is being constructed at the existing Retail Driveway/future Driveway 1 intersection, allowing full access to and from the existing Retail Driveway on the west side of Belt Line Road. The new median opening, the traffic volumes on Belt Line Road and the addition of westbound traffic at this intersection from the proposed Victory Retail Development driveway on the east side of Belt Line Road are predicted to create the LOS F operation for both side street approaches during the peak hours at this intersection under Phase 1 (2023) Background and Total conditions. Under Phase 1 (2023) Background and Total conditions, the following approaches and movements at the unsignalized intersections are predicted to operate beyond LOS D:  Eastbound approach at Belt Line Road and Retail Driveway / Driveway 1 intersection during the PM peak and Saturday peak hours under Phase 1 (2023) Background and Total conditions.  Westbound approach at Belt Line Road and Retail Driveway / Driveway 1 intersection during all peak hours under Phase 1 (2023) Total conditions. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 27 Build-Out Year (2024) Background and Total Conditions The existing lane configurations shown in Figure 3 and the Build-Out Year (2024) Background traffic volumes shown in Figure 7 were used for the Build-Out Year (2024) Background analyses. The proposed lane configurations shown in Figure 4 and the Build-Out Year (2024) Total traffic volumes shown in Figure 13 were used for the Build-Out Year (2024) Total analyses. Since Highway Capacity Manual methodology does not support more than three through lanes on a major street approach for unsignalized intersection analysis, the southbound approach on Belt Line Road was assumed to be three lanes at all the stop-controlled intersections along Belt Line Road and the through traffic volumes were reduced accordingly. Table 7 presents the capacity analysis results for the study intersections under Build-Out Year (2024) Background and Total conditions. The shaded cells in this table indicate the intersections, approaches and movement that are predicted to operate beyond LOS D. Table 7: Intersection Capacity Analysis Results – Build-Out Year (2024) Background and Total Conditions 1: Belt Line Road and Dividend Drive (Signalized) Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Background AM 27.5 (C) 1 38.0 (D) 56.8 (E) 30.7 (C) 20.5 (C) PM 19.3 (B) 36.1 (D) 66.6 (E) 11.3 (B) 19.8 (B) Saturday 16.6 (B) 18.0 (B) 30.3 (C) 14.4 (B) 17.8 (B) Build-Out (2024) Total AM 31.0 (C) 39.3 (D) 61.2 (E) 33.1 (C) 24.7 (C) PM 33.2 (C) 44.1 (D) 132.3 (F) 20.5 (C) 28.2 (C) Saturday 24.3 (C) 18.9 (B) 27.9 (C) 22.8 (C) 25.8 (C) 2: Belt Line Road and Retail Driveway / Driveway 1 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB Left SB Left Build-Out (2024) Background AM -- 2 22.7 (C) -- 11.6 (B) -- PM -- >300 (F) -- 13.5 (B) -- Saturday -- >300 (F) -- 12.6 (B) -- Build-Out (2024) Total AM -- 25.8 (C) >300 (F) 11.2 (B) 12.8 (B) PM -- >300 (F) >300 (F) 13.8 (B) 13.8 (B) Saturday -- >300 (F) >300 (F) 13.7 (B) 11.0 (B) Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 28 3: Belt Line Road and Hackberry Road (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Left Build-Out (2024) Background AM -- 10.8 (B) 15.7 (C) -- 31.8 (D) PM -- 11.3 (B) 15.0 (C) -- 14.8 (B) Saturday -- 10.5 (B) 11.9 (B) -- 14.1 (B) Build-Out (2024) Total AM -- 11.0 (B) 17.1 (C) -- 39.8 (E) PM -- 11.9 (B) 18.0 (C) -- 15.9 (C) Saturday -- 11.1 (B) 12.9 (B) -- 16.6 (C) 4: Belt Line Road and IH 635 Westbound Frontage Road (Signalized) Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Background AM 66.1 (E) -- 125.0 (F) 57.2 (E) 20.9 (C) PM 54.0 (D) -- 136.8 (F) 10.8 (B) 27.4 (C) Saturday 30.2 (C) -- 52.8 (D) 7.0 (A) 27.1 (C) Build-Out (2024) Total AM 72.9 (E) -- 142.8 (F) 62.3 (E) 21.1 (C) PM 60.7 (E) -- 161.9 (F) 9.6 (A) 30.7 (C) Saturday 30.7 (C) -- 55.3 (E) 6.1 (A) 28.6 (C) 5: Belt Line Road and IH 635 Eastbound Frontage Road (Signalized) Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Background AM 59.4 (E) 125.6 (F) -- 94.4 (F) 12.9 (B) PM 52.1 (D) 98.4 (F) -- 37.0 (D) 57.7 (E) Saturday 22.5 (C) 46.4 (D) -- 26.8 (C) 15.5 (B) Build-Out (2024) Total AM 67.9 (E) 133.3 (F) -- 114.7 (F) 13.2 (B) PM 62.5 (E) 103.3 (F) -- 39.2 (D) 75.7 (E) Saturday 28.9 (C) 49.4 (D) -- 29.1 (C) 25.3 (C) 6: Dividend Drive and QT Driveway / Driveway 2 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB Left WB Left NB SB Build-Out (2024) Background AM -- 7.6 (A) -- -- 10.6 (A) PM -- 7.9 (A) -- -- 11.0 (B) Saturday -- 7.4 (A) -- -- 9.3 (A) Build-Out (2024) Total AM -- 7.6 (A) 7.5 (A) 13.2 (B) 11.0 (B) PM -- 7.9 (A) 7.5 (A) 18.1 (C) 12.0 (B) Saturday -- 7.4 (A) 7.5 (A) 12.5 (B) 9.8 (A) Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 29 7: Belt Line Road and Driveway 3 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Total AM -- -- 13.5 (B) -- -- PM -- -- 14.2 (B) -- -- Saturday -- -- 11.5 (B) -- -- 8: Belt Line Road and Driveway 2 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Total AM -- -- 13.8 (B) -- -- PM -- -- 15.9 (C) -- -- Saturday -- -- 12.0 (B) -- -- 9: Dividend Drive and Driveway 5 (Side-Steet Stop-Controlled) Scenario Peak Hour Intersection EB WB Left NB SB Build-Out (2024) Total AM -- -- 7.6 (A) 9.1 (A) -- PM -- -- 7.4 (A) 9.3 (A) -- Saturday -- -- 7.4 (A) 9.0 (A) -- 1 Delay in seconds/vehicle (Level of Service) 2 HCM methodology does not provide intersection-wide delay/level of service for Side-Street/Two-Way Stop-Controlled analysis The analysis results in Table 7 indicate that similar to Phase 1 (2023) operations, while the Belt Line Road and Dividend Drive signalized intersection is predicted to operate at LOS D or better under Build-Out Year (2024) Background and Total conditions, the IH 635 EBFR and IH 635 WBFR signalized intersections with Belt Line Road are predicted to operate at LOS E during the AM and PM peak hours. Under Build-Out Year (2024) Background and Total conditions, the following approaches at the unsignalized intersections are predicted to operate beyond LOS D:  Eastbound approach at the Belt Line Road and Retail Driveway / Driveway 1 intersection during the PM and Saturday peak hours under Build-Out Year (2024) Background and Total conditions.  Westbound approach at Belt Line Road and Retail Driveway / Driveway 1 intersection during all peak hours under Build-Out Year (2024) Total conditions. To improve operations at the intersections operating below level of service D, the following potential mitigation measures were identified and are shown in Figure 14: Belt Line Road and Retail Driveway / Driveway 1  Install traffic signal Belt Line Road and Hackberry Road  Provide full median opening  Install traffic signal Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 30 Belt Line Road and IH 635 Westbound Frontage Road  Install dual westbound right turn lanes (to accommodate the high eastbound right turn volumes [500+ vph existing]) Belt Line Road and IH 635 Eastbound Frontage Road  Install dual eastbound left turn lanes (to accommodate the high eastbound left turn volumes [400+vph existing])  Install eastbound right turn lane (to accommodate the high eastbound right turn volumes [200+vph existing]) Figure 14: Potential Mitigation Measures Based on comments provided by City staff, the City would not support the installation of a traffic signal at the Belt Line Road and Retail Driveway/Driveway 1 intersection. However, they would support the potential modification of the Belt Line Road and Hackberry Road intersection to provide a full median opening and installation of a signal. Any improvements at the IH 635 Frontage Road intersections would need to be coordinated with TxDOT, the City of Coppell and the City of Irving. The results with these improvements in place are provided in Table 8. For the Hackberry Road median opening and signalization, traffic volumes in the study area were redistributed to assign estimated traffic volumes at this intersection. The methodology used when redistributing traffic volumes for this analysis are provided in the Appendix (Figures 7A, 7B, 11A, 11B & 13A). Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 31 Table 8: Intersection Capacity Analysis Results – Build-Out Year (2024) Background and Total Conditions 2: Belt Line Road and Retail Driveway / Driveway 1 (Side-Steet Stop-Controlled) 1 Scenario Peak Hour Intersection EB WB NB Left SB Left Build-Out (2024) Total AM -- 22.6 (C) 182.5 (F) 10.4 (B) 12.8 (B) PM -- >300 (F) >300 (F) 11.6 (B) 13.8 (B) Saturday -- >300 (F) >300 (F) 11.5 (B) 11.2 (B) 3: Belt Line Road and Hackberry Road (Signalized) 1 Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Total AM 11.7 (B) 50.7 (D) 51.6 (D) 6.5 (A) 10.5 (B) PM 18.6 (B) 48.2 (D) 65.0 (E) 13.5 (B) 14.3 (B) Saturday 16.0 (B) 27.2 (C) 26.8 (C) 10.0 (A) 18.6 (B) 4: Belt Line Road and IH 635 Westbound Frontage Road (Signalized) 2 Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Total AM 55.2 (E) -- 81.2 (F) 63.8 (E) 21.1 (C) PM 47.5 (D) -- 114.2 (F) 10.1 (B) 30.7 (C) Saturday 29.1 (C) -- 50.2 (D) 6.5 (A) 28.6 (C) 5: Belt Line Road and IH 635 Eastbound Frontage Road (Signalized) 2 Scenario Peak Hour Intersection EB WB NB SB Build-Out (2024) Total AM 54.2 (D) 54.9 (D) -- 114.7 (F) 9.4 (A) PM 34.4 (C) 59.2 (E) -- 39.2 (D) 26.4 (C) Saturday 20.1 (C) 27.5 (C) -- 29.1 (C) 12.4 (B) 1With traffic signal installation at Hackberry 2With lane additions only at the Frontage Roads The results in Table 8 indicate that signalization of a full median opening at the Hackberry Road intersection is predicted to result in in acceptable operation. This operation would improve further if the alternate lane configuration shown in Figure 14 is provided. If a signal is installed at the Hackberry Road intersection, the signal timings should be developed to work with the adjacent IH 635 EBFR intersection to avoid any queuing in between these two closely spaced intersections. Even with the diversion of side street traffic from the Retail Driveway/Driveway 1 approaches at Belt Line Road to the signalized intersection at Hackberry Road, the side street approaches are still predicted to operate below LOS D, primarily as a result of the high traffic volumes on Belt Line Road. The lane additions at the frontage road intersections are predicted to result in LOS D or better operation under all scenarios, except for the IH 635 WBFR intersection, which is predicted to operate less than ½-second above the LOS D/E threshold. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 32 PRELIMINARY TRAFFIC SIGNAL WARRANT ANALYSIS As requested by City of Coppell staff, a preliminary traffic signal warrant analysis was performed for the Belt Line Road and Hackberry Road intersection using the projected peak hour traffic volumes under Build-Out Year (2024) Total conditions assuming a full median opening at this intersection. In the Texas Manual on Uniform Traffic Control Devices (MUTCD) it states that “At an intersection with a high volume of left-turn traffic from the major street, the signal warrant analysis may be performed in a manner that considers the higher of the major-street left-turn volumes as the “minor-street” volume and the corresponding single direction of opposing traffic on the major street as the “major-street” volume.” Therefore, two scenarios are analyzed for this intersection:  Scenario 1: o Major Street = Belt Line Road o Minor Street = Higher volume of Point West Driveway / WB Hackberry Road  Scenario 2: o Major Street = Northbound Belt Line Road o Minor Street = Southbound left turn lane on Belt Line Road This preliminary traffic signal warrant analysis is based on the traffic signal warrants contained in Chapter 4C, “Traffic Control Signal Needs Studies,” of the Texas MUTCD. Nine warrants are included in the manual for warranting a traffic signal installation. These warrants are: Warrant 1 – Eight-Hour Vehicular Volume; Warrant 2 – Four-Hour Vehicular Volume; Warrant 3 – Peak Hour; Warrant 4 – Pedestrian Volume; Warrant 5 – School Crossing; Warrant 6 – Coordinated Signal System; Warrant 7 – Crash Experience; Warrant 8 – Roadway Network; Warrant 9 – Intersection Near a Grade Crossing For this preliminary traffic signal warrant analysis, only the first two volume warrants are evaluated. For this analysis, Belt Line Road (or the northbound approach on Belt Line Road, where applicable) is considered the Major Roadway with a multi-lane approach. The conflicting approaches (Point West Driveway/Hackberry Road or the southbound left turn lane on Belt Line Road) are considered the Minor Roadway. As part of the construction of the full median opening, it was assumed that there would be at least two (2) lanes on both side street approaches (left turn lane / shared through+right turn lane) in order to avoid running the side street movements under split phase operation, if signalized. Therefore, Point West Driveway/Hackberry Road was analyzed as a multi-lane approach, while the southbound left turn lane on Belt Line Road was analyzed as a single lane approach. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 33 Hourly Volume Calculation In addition to the traffic volumes for the two (2) peak hours identified under Build-Out Year (2024) Background conditions, Background traffic volumes for the other hours in the day were estimated by using either the hourly distribution of 24-hour traffic volumes from TxDOT’s online Traffic Count Database System or from 24-hour traffic volumes collected on Belt Line Road near the Dividend Drive intersection in October 2021. The estimated hourly site generated traffic volumes generated by the proposed Coppell Retail development, as well the Pointe West development west of Belt Line Road, were calculated for use in this traffic signal warrant analyses. The hourly distribution of trips was determined using hourly variation information provided in the ITE Trip Generation Manual, 11th Edition and the hourly distribution of trips for a retail land use is included in the Appendix. The directional distributions identified in Figure 8 were applied to the hourly inbound and outbound volumes to obtain predicted hourly turning movement volumes at the subject intersections under Build-Out Year (2024) Total traffic conditions. The detailed methodology for estimating the hourly volumes used in this warrant analysis is provided in the Appendix. For this warrant analysis, only warrants using the volumes on the Minor Approaches are shown since the traffic volumes on the Major Approaches (NB + SB Belt Line Road) will easily exceed the warranting volumes. For example, using traffic volumes collected on northbound Belt Line Road approaching the Dividend Drive intersection by others in October 2021, those volumes by themselves (without including any southbound traffic volumes) would satisfy the Major Street portion of Warrants 1 & 2 between 6:00 AM and 8:00 PM (minimum of 900 vph). Therefore, the focus of this analysis will be on if, when and how many hours the Minor Approaches will meet warrants. The traffic volumes used for the traffic signal warrant analyses are summarized by each scenario in the following tables: Table 9: Belt Line Road (NB+SB) vs EB/WB Hackberry Road (Scenario 1) Table 10: Belt Line Road – SB left turn vs NB approach (Scenario 2) These tables also summarize the results of the traffic signal warrant analysis for Warrant 1 and Warrant 2, which are discussed below. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 34 Table 9: Hourly Build-Out Year (2024) Total Traffic Volumes - Belt Line Road at Hackberry Road (Scenario 1) Hour Point West Driveway (EB) Hackberry Road (WB) SIDE STREET Meets Warrants? Left Right TOTAL LEFT RIGHT TOTAL HIGHER 1A 1B 2 12:00 - 1:00 AM 3 3 6 13 10 23 23 1:00 - 2:00 AM 1 1 2 3 6 9 9 2:00 - 3:00 AM 1 1 2 3 4 7 7 3:00 - 4:00 AM 2 1 3 4 9 13 13 4:00 - 5:00 AM 4 2 6 9 19 28 28 5:00 - 6:00 AM 14 5 19 23 61 84 84 Y Y 6:00 - 7:00 AM 21 15 36 66 93 159 159 Y Y Y 7:00 - 8:00 AM 28 33 61 119 134 253 253 Y Y Y 8:00 - 9:00 AM 28 28 56 138 129 267 267 Y Y Y 9:00 - 10:00 AM 19 20 39 112 91 203 203 Y Y Y 10:00 - 11:00 AM 18 17 35 122 89 211 211 Y Y Y 11:00 - 12:00 PM 21 20 41 152 108 260 260 Y Y Y 12:00 - 1:00 PM 24 23 47 181 120 301 301 Y Y Y 1:00 - 2:00 PM 24 19 43 166 118 284 284 Y Y Y 2:00 - 3:00 PM 22 23 45 176 114 290 290 Y Y Y 3:00 - 4:00 PM 22 25 47 187 116 303 303 Y Y Y 4:00 - 5:00 PM 26 28 54 200 132 332 332 Y Y Y 5:00 - 6:00 PM 33 21 54 205 156 361 361 Y Y Y 6:00 - 7:00 PM 24 22 46 168 120 288 288 Y Y Y 7:00 - 8:00 PM 17 15 32 129 85 214 214 Y Y Y 8:00 - 9:00 PM 11 11 22 106 61 167 167 Y Y Y 9:00 - 10:00 PM 8 7 15 73 44 117 117 Y Y 10:00 - 11:00 PM 5 4 9 31 23 54 54 11:00 - 12:00 AM 3 3 6 21 15 36 36 TOTAL 379 347 726 2,407 1,857 4,264 4,264 15 17 17 Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 35 Table 10: Hourly Build-Out Year (2024) Total Traffic Volumes - Belt Line Road (SB Left vs NB Approach) (Scenario 2) Hour Begin Belt Line Rd Meets Warrants? Minor Approach SB Left Turn Volume 1A 1B 2 12:00 AM 7 1:00 AM 5 2:00 AM 3 3:00 AM 5 4:00 AM 6 5:00 AM 19 6:00 AM 48 7:00 AM 78 Y Y 8:00 AM 108 Y Y Y 9:00 AM 60 Y Y 10:00 AM 44 11:00 AM 58 Y 12:00 PM 60 Y Y 1:00 PM 56 Y 2:00 PM 59 Y 3:00 PM 73 Y Y 4:00 PM 74 Y Y 5:00 PM 80 Y Y 6:00 PM 70 Y Y 7:00 PM 45 8:00 PM 27 9:00 PM 22 10:00 PM 16 11:00 PM 10 TOTAL 1,033 1 11 8 Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 36 Warrant 1 – Eight-Hour Vehicular Volume Warrant 1 is based on the volumes from both approaches on the major street and the higher approach volume on the minor street. It also uses the number of lanes for moving traffic on each approach. Either Condition A or Condition B of this warrant must be met for Warrant 1 to be satisfied. The Texas MUTCD allows for the use of a reduced warranting threshold (70%) for intersections where the posted or 85th-percentile speed exceeds 40 mph or if the intersection is located in a community with a population under 10,000. Since the posted speed limit on the major street (Belt Line Road) is greater than 40 mph (45 mph), the reduced warranting threshold was used for this warrant. Condition A of Warrant 1 is met when, for each of any eight hours of an average day, the warranting volumes exist on the major street and on the higher-volume minor street approach to the intersection during the same eight hours. The warranting threshold for an approach with two or more lanes on the major street and either a single lane or multiple lanes on the minor street is: Major Street: 420 vph (total for both directions) Minor Street (multi-lane approach): 140 vph (higher volume approach) Minor Street (single lane approach): 105 vph (higher volume approach) Warrant 1A threshold volumes are exceeded for the following number of hours for each scenario analyzed:  Scenario 1 (Belt Line Road at Hackberry Road) = 15 hours  Scenario 2 (SB left turns vs NB approach) = 1 hour Eight (8) hours are required for this warrant condition. Warrant 1A is only satisfied under Scenario 1 under Build-Out Year (2024) Total traffic conditions. Condition B of Warrant 1 applies to operating conditions where the major street traffic is so heavy that it creates excessive delay or hazardous conditions for minor street traffic when entering or crossing the major street. The warrant condition is met when, for each of any eight hours of an average day, the warranting volumes exist on the major street and on the higher-volume minor street approach to an intersection. The warranting threshold for an approach with two or more lanes on the major street and two or more lanes on the minor street is: Major Street: 630 vph (total for both directions) Minor Street (multi-lane approach): 70 vph (higher volume approach) Minor Street (single lane approach): 53 vph (higher volume approach) Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 37 Warrant 1B threshold volumes are exceeded for the following number of hours for each scenario analyzed:  Scenario 1 (Belt Line Road at Hackberry Road) = 17 hours  Scenario 2 (SB left turns vs NB approach) = 11 hours Eight (8) hours are required for this warrant condition. Warrant 1B is satisfied for both scenarios under Build-Out Year (2024) Total traffic conditions. Based on these results and as shown in Tables 9 and 10, Warrant 1 is predicted to be MET at the Belt Line Road and Hackberry Road intersection for both scenarios under Build-Out Year (2024) Total traffic conditions. Warrant 2 – Four-Hour Vehicular Volume Warrant 2 is satisfied when the volumes for any four (4) hours of an average day, when plotted on Figure 4C-1 (or 4C-2 when applicable) of the Texas MUTCD, fall above the curve for the appropriate number of lanes. Again, the reduced warrant threshold was used for this warrant and Figure 4C-2 was used for this analysis. Warrant 2 threshold volumes are exceeded for the following number of hours for each scenario analyzed:  Belt Line Road at Hackberry Road (Scenario 1) = 17 hours  Belt Line Road at Hackberry Road (Scenario 2) = 8 hours Four (4) hours are required for this warrant condition. Warrant 2 is satisfied for both scenarios. Based on these results and as shown in Tables 9 and 10, Warrant 2 is predicted to be MET at the Belt Line Road and Hackberry Road intersection for both scenarios under Build-Out Year (2024) Total traffic conditions. Traffic Signal Warrant Summary The results of this preliminary traffic signal warrant analysis indicate that traffic signal warrants are predicted to be met under both scenarios evaluated at the Belt Line Road and Hackberry Road intersection under Build-Out Year (2024) Total conditions. For Scenario 1, additional analysis indicated that traffic signal warrants are predicted to still be met under Build-Out Year (2024) Background conditions, without any traffic volumes contributed by the proposed development. While traffic signal warrants are predicted to be met based on this preliminary analysis, further consideration/evaluation of the impacts of signalizing this intersection should be performed since this would result in two closely spaced signalized intersections approximately 400 feet apart. If the installation of a traffic signal is pursued, traffic volumes at this intersection in the future should be monitored after the completion of the Belt Line Road construction project and a complete traffic signal warrant analysis should be performed prior to the installation of a traffic signal. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 38 ACCESS MANAGEMENT ANALYSES Access management analyses were performed to evaluate the need for deceleration lanes and to determine if adequate driveway spacing and intersection sight distance is provided for the site driveways. Right Turn Lane Analysis Based on the site plan, northbound right turn deceleration lanes are planned to be provided at the two northern driveways (Driveway 2 and Driveway 3) on Belt Line Road. The remaining site driveways were analyzed based on the projected traffic volumes to determine if right turn deceleration lanes should be considered. In the absence of City of Coppell guidelines, guidelines in TxDOT’s Access Management Manual were used to identify when right turn deceleration lanes should be considered. These guidelines indicate that for roadways with a posted speed limit less than or equal to 45 mph, right turn deceleration lanes should be considered when right turn volumes are greater than 60 vehicles per hour. Table 11 summarizes the projected right turn volumes under Phase 1 (2023) and Build-Out Year (2024) Total traffic conditions. Table 11: Right Turn Deceleration Lane Analysis Results Intersection Approach Speed Limit (mph) Volume (vph) AM (PM) [Saturday] Threshold (vph) Exceeds Threshold? AM (PM) [Saturday] Phase 1 (2023) Total Driveway 1 at Belt Line Road NB 45 12 (19) [17] 60 No (No) [No] Driveway 4 at Dividend Drive EB 30 35 (56) [51] 60 No (No) [No] Driveway 5 at Dividend Drive EB 30 9 (15) [14] 60 No (No) [No] Build-Out Year (2024) Total Driveway 1 at Belt Line Road NB 45 17 (28) [27] 60 No (No) [No] Driveway 4 at Dividend Drive EB 30 50 (85) [82] 60 No (Yes) [Yes] Driveway 5 at Dividend Drive EB 30 13 (23) [22] 60 No (No) [No] As shown in Table 11, under Phase 1 (2023) Total conditions, the right turn volumes are not predicted to exceed TxDOT's guidelines for consideration of a right turn deceleration lane at any of these three (3) driveways during the peak hours evaluated. Under Build-Out Year (2024) conditions, the right turn volumes are also not predicted to exceed TxDOT's guidelines for consideration of a right turn deceleration lane, except the eastbound right turn volumes on Dividend Drive at Driveway 4 during the PM and Saturday peak hours. While TxDOT’s thresholds are exceeded, an eastbound right turn deceleration lane is not recommended since the amount of through traffic in the two eastbound through lanes is low (less than 50 vehicles/hour), resulting in minimal impact created by the eastbound right turning movement at this driveway. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 39 Intersection Sight Distance As part of this traffic analysis, the available and required sight distances for motorists accessing the adjacent roadways from the proposed site access driveways was analyzed. The sight distance required at the proposed driveway was estimated using the procedures developed by the American Association of State Highway and Transportation Officials (AASHTO) and published in the 2018 edition of A Policy on Geometric Design of Highways and Streets. At these locations, the motorist should be able to see if and when adequate gaps exist to perform their desired maneuver. Table 12 presents the required and available intersection sight distances for vehicles exiting the proposed site driveways. Table 12: Sight Distance Analysis for Proposed Site Driveways Major Roadway Belt Line Road Belt Line Road Belt Line Road Dividend Road Dividend Road Posted Speed Limit 45 mph 45 mph 45 mph 30 mph 30 mph Minor Roadway Driveway 1 Driveway 2 Driveway 3 Driveway 4 Driveway 5 Design Vehicle Passenger Car Passenger Car Passenger Car Passenger Car Passenger Car Intersection Sight Distance (Desirable) Turning from Driveway 630’ 430’ 430’ 400’ 400’ Available Sight Distance to the Left >800’ >800’ >800’ >500’ >500’ Available Sight Distance to the Right >800’ N/A 1 N/A 1 >500’ >500’ Sight Distance Available > Desirable To the Left YES YES YES YES YES To the Right YES N/A N/A YES YES 1 Right-in/right-out only The field investigation results of the available sight distance indicate that the amount of available sight distance is predicted to exceed the desirable (intersection) sight distances at all of the proposed site driveways. Access Spacing The City of Coppell’s Subdivision Ordinance (13-8-5-K-6) states that “the spacing between driveways shall be dependent upon the speed limit of the thoroughfare.” Belt Line Road has a posted speed limit of 45 mph and Dividend Drive has a posted speed limit of 30 mph. Based on Coppell’s Driveway spacing requirements [Table 13-8-5(P)(1)], the minimum driveway spacing on Belt Line Road (45 mph) is 150 feet and the minimum driveway spacing on Dividend Drive (30 mph) is 90 feet. Based on the proposed site plan, the distances between the proposed driveways are:  Driveway 1 on Belt Line Road is proposed to be located approximately 420 feet north of Hackberry Drive and approximately 385 feet south of Driveway 2. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 40  Driveway 2 on Belt Line Road is proposed to be located approximately 385 feet north of Driveway 1 and approximately 285 feet south of Driveway 3.  Driveway 3 on Belt Line Road is proposed to be located approximately 285 feet north of Driveway 2 and approximately 290 feet south of Dividend Drive.  Driveway 4 on Dividend Drive is proposed to be located approximately 320 feet east of Belt Line Road and approximately 230 feet west of Driveway 5.  Driveway 5 on Dividend Drive is proposed to be located approximately 230 feet east of Driveway 4 and approximately 100 feet west of an existing driveway for an office building. The location of the proposed driveways will meet the City of Coppell’s minimum driveway spacing requirements. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 41 CONCLUSIONS AND RECOMMENDATIONS Based on the analysis of the proposed site plan and characteristics of the proposed retail development, the following conclusions can be made:  Phase 1 of the development, planned to be completed in 2023, is predicted to generate 7,308 daily trips with 398 trips during the AM peak hour, 767 trips during the PM peak hour and 654 trips during the Saturday peak hour.  Phase 2 of the development, planned to be completed in 2024, is predicted to generate 4,150 daily trips with 165 trips during the AM peak hour, 405 trips during the PM peak hour and 404 trips during the Saturday peak hour.  Under full Build-Out (2024) conditions, the proposed retail development is expected to generate 11,458 daily trips with 563 trips during the AM peak hour, 1,172 trips during the PM peak hour and 1,058 trips during the Saturday peak hour. Intersection Capacity Analysis  Under Existing (2021) conditions, the signalized intersections and the approaches and movements at the unsignalized intersections currently operate at LOS D or better during each of the peak hours analyzed, even with factoring up the existing traffic volumes collected in November 2021 by 30%.  Under both Phase 1 (2023) and Phase 2 (2024) Background and Total conditions, the Belt Line Road and Dividend Drive signalized intersection is predicted to operate at LOS D or better. The IH 635 WBFR and IH 635 WBFR signalized intersections with Belt Line Road are both predicted to begin operating at LOS E during the AM peak hour under Phase 1 (2023). The IH 635 WBFR is predicted to begin operating at LOS E during the PM peak hour under Build-Out (2024) conditions. Both Frontage Road intersections are predicted to operate at LOS D or better during the Saturday peak hour under all scenarios evaluated.  As part of the current Belt Line Road construction, a median opening is being constructed at the existing Retail Driveway/future Driveway 1 intersection, allowing full access to and from the existing Retail Driveway on the west side of Belt Line Road and the proposed retail development on the east side of Belt Line Road.  With the addition of this new median opening, the traffic volumes on Belt Line Road and the traffic volumes from both retail developments, the eastbound and westbound approaches are predicted to operate at LOS F during each of the peak hours.  The approaches and movements at all other intersections are predicted to operate at acceptable levels of service under all scenarios evaluated.  Potential mitigation measures for improving operation at these study intersections include: Intersection Potential Mitigation Belt Line Road & Retail Driveway/Driveway 1 Install traffic signal Belt Line Road & Hackberry Road Provide full median opening Install traffic signal Belt Line Road & IH 635 WBFR Install dual westbound right turn lanes Belt Line Road & IH 635 EBFR Install dual eastbound left turn lanes Install eastbound right turn lane Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 42 o City staff has indicated they would not support the installation of a traffic signal at the Belt Line Road and Retail Driveway/Driveway 1 intersection. o City staff has indicated they would support the installation of a traffic signal and providing a full median opening at the Belt Line Road and Hackberry Road intersection. o Any improvements at the IH 635 Frontage Road intersections would need to be coordinated with TxDOT, the City of Coppell and the City of Irving. Preliminary Traffic Signal Warrant Analysis – Belt Line Road at Hackberry Road  Preliminary analysis under Build-Out Year (2024) Total conditions indicated that traffic signal warrants would be satisfied at this intersection under two (2) scenarios identified: o Scenario 1: Belt Line Road (NB+SB) vs EB/WB Hackberry Road o Scenario 2: SB left turn vs NB approach (Scenario 2)  Additional analysis indicates that traffic signal warrants would also be met under Build- Out Year (2024) Background conditions, without any site traffic volumes.  Given the distance between Hackberry Road and the adjacent IH 635 WBFR signalized intersection to the south (approximately 400 feet), further consideration/evaluation of the impacts of signalizing this intersection should be performed.  If the installation of a traffic signal is pursued, traffic volumes at this intersection in the future should be monitored after the completion of the Belt Line Road construction project and a complete traffic signal warrant analysis should be performed prior to the installation of a traffic signal. Access Management Analysis  Under Build-Out Year (2024) Total conditions, the eastbound right turn volumes on Dividend Drive at Driveway 4 are predicted to exceed TxDOT's guidelines for consideration of a right turn deceleration lane during the PM and Saturday peak hours. While TxDOT’s thresholds are exceeded, an eastbound right turn deceleration lane is not recommended since the amount of through traffic in the two eastbound through lanes is low (less than 50 vehicles/hour) resulting in minimal impact created by the eastbound right turning movement at this driveway.  The field investigation results of the available sight distance indicate that the amount of available sight distance is predicted to exceed the desirable (intersection) sight distances at all of the proposed site driveways.  The location of the proposed driveways will meet the City of Coppell’s minimum driveway spacing requirements. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 43 Based on the results of this study, the following potential mitigation measures for improving operation at the study intersections were identified: Intersection Potential Mitigation Belt Line Road & Retail Driveway/Driveway 1 Install traffic signal Belt Line Road & Hackberry Road Provide full median opening Install traffic signal Belt Line Road & IH 635 WBFR Install dual westbound right turn lanes – New right turn lane should match the length of the existing westbound right turn lane (~420’) Belt Line Road & IH 635 EBFR Install dual eastbound left turn lanes – New left turn lane should match the length of the existing eastbound left turn lane (~250’) Install eastbound right turn lane – New right turn lane should match the length of the left turn lane (~250’) However, City staff has indicated they would not support the installation of a traffic signal at the Belt Line Road and Retail Driveway/Driveway 1 intersection but would support the installation of a traffic signal at the Belt Line Road and Hackberry Road intersection. Therefore, the following recommendations are made:  Coordinate the potential improvements to the IH 635 Frontage Road intersections with Belt Line Road identified in the table above with TxDOT, the City of Coppell and the City of Irving.  If the installation of a traffic signal is pursued by the City at the Belt Line Road and Hackberry Road intersection, o Consider the impact to traffic/progression on Belt Line Road traffic due to the distance between this intersection and the IH 635 WBFR signalized intersection (approximately 400 feet). o Monitor traffic volumes at this intersection after the completion of the Belt Line Road construction project and perform a complete traffic signal warrant analysis prior to the installation of a traffic signal. Traffic Impact Analysis for Victory Retail Development – Coppell, TX Page 44 APPENDIX PROPOSED SITE PLAN APPENDIX PAGE 45 PLAZA LODGING LLC, ATEXAS LIMITED LIABILITYCOMPANYDOC.# 201600297271O.P.R.D.C.T.ZONING-HCLOT 2, BLOCK H/8465CYPRESS WATERSADDITION NO. 2 PHASE 3DOC.# 201400117339P.R.D.C.T.CITY OF DALLASZONING-PD 741LOT 1A, BLOCK H/8465DOC.# 201500010982P.R.D.C.T.CITY OF DALLASZONING-PD 741LOT 1B, BLOCK H/8465DOC.# 201500010982P.R.D.C.T.CITY OF DALLASZONING-PD 741LOT 1, BLOCK BLESLEY RETAIL ADDITION,LOT 1, BLOCK BDOC.# 201200003710P.R.D.C.T.ZONING-HCLOT 3, BLOCK H/8465CYPRESS WATERSADDITION NO. 2, PHASE 1DOC.# 201400071819P.R.D.C.T.CITY OF DALLASZONING-PD 741N89° 29' 25.00"E605.000N00° 30' 47.51"W 1981.790 N89° 09' 16.45"E397.385N00° 50' 40.41"W 439.640 S89° 29' 25.00"W195.180N00° 30' 35.00"W 1413.971 FIRE & MUTUAL ACCESS EASEMENT WATER EASEMENT SIDEWALK EASEMENT OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOU OUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUOUSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSEX WTREX WTRWWWWWWWWWWWWWWWWWWWWWWWWWWWWICVICVICVICVICVICVICVLPICVFHFHFHFHFHFHEAST DIVIDEND DRIVE(90' ROW, DOC.# 200900100537, O.P.R.D.C.T.)BELTLINE ROAD (120' ROW, VOL. 4499, PAGE 159, D.R.D.C.T.)UPGUYTPEDGUYGUYGUYUPUPUPUPUPRIM=536.1'UPUPUPUPUPUPUPUPUPUPUPUPRIM=525.9'RIM=527.9'RIM=526.7'RIM=529.5'RIM=528.5'RIM=522.5'RIM=530.6'1/2" REBAR "YELLOW"ALUM. MONUMENT"X" FND.5/8" REBARWATERMAG NAILCONC. MONUMENTGASGASGASGASGASCOUC ELEC.UC ELEC.UC ELEC.UC ELEC.SSRIM=530.4'SSSSRIM=536.5'SSRIM=536.8'SSRIM=533.6'SSRIM=532.2'SSRIM=531.0'SSSSSSSSFL BOX" =517.7'RIM=525.9'RIM=527.9'RIM=526.7'RIM=529.5'RIM=528.5'RIM=522.5'RIM=530.6'RIM=533.7'RIM=529.1'GVSIGN "NO PARKING"SIGN "NO PARKING"TSPTSPTSPEX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTR EX WTREX WTREX WTREX WTREX WTREX WTRHACKBERRY ROAD(VARIABLE WIDTH ROW)SS SS FH FH FH SS SS SS SS SS SSSS FH SSFH FH FH FHFH FHFH COPPELL CITY LIMITS 37.4'169.5'227.0'146.7'84.1'239.1'164.7'169.4'324.3'30.0'212.6'21.0'30' LANDSCAPE BUFFER10' PERIMETER BUFFER 10' PERIMETER BUFFER10' PERIMETER BUFFERR30' 24.0'24.0'19.0'24.0'19.0'19.0'19.0'19.0' 24.0'FIRELANEFIRELANEFIRELANEONEWAYONEWAYONEWAYFIRELANEDRIVETHRUONEWAYONEWAYDRIVETHRU DRIVETHRUPATIO ONEWAY ONEWAYDRIVETHRU FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANEFIRELANEFIRELANE FIRELANEFIRELANE FIRELANE FIRELANE FIRELANEFIRELANEFIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANE FIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANEFIRELANE13 13 12 10 15 97 4 14 14 5 10 8 10 10 7 10 15 14 8 12 10 3 2 2 4 7 6 6 4 10 7 9 4 10 8 98 6 15 12 11 11 14 11 9 10 9 9 12 8 7 12 15 15 13 13 13 15 4 12 5 14 5 13 1310 4 4 11 7 15 8 5 14 9 8 7 9 5 8 14 14 3 3 4 15 QSR 3000 sf 1 story 14,875 sf 3 story 40,400 sf PAD SITE 5 1.21 ac 2 story ( partial ) 33,000 sf Retail / Restaurant ±10,350 sf Retail/ Restaurant 4,900 sf MOB 4,000 sf PAD SITE 4 1.56 ac PAD SITE 10 1.18 ac Pad Site 2 1.02 ac Retail/ Restaurant 5,400 sf PAD SITE 9 0.87 ac Retail / Restaurant ±9,550 sf Pad Site 1 1.23 ac PAD SITE 6 2.01 ac PAD SITE 7 2.38 ac PAD SITE 8 2.84 ac QSR 2200 sf PAD SITE 3 1.85 ac Outdoor Play Area 3,718 sf 24.0'24.0'24.0'30.0' 36.0'18.0'18.0'18.0'18.0'18.0'24.0'18.0'18.0'24.0'18.0'18.0'24.0'18.0'18.0'24.0'24.0'9.0'9.0'9.0'9.0' 18.0' 18.0'18.0'24.0'18.0'18.0'24.0'18.0'18.0'24.0'18.0'24.0' 18.0'24.0'18.0'9.0'33.1'7.3'24.6'12.0'12.0'10.1'24.0'24.0'16.4'36.0'18.0'10.1'24.0'15.0'8.5'18.0'24.0'18.0'24.0'18.0' 18.0'18.0'24.2'20.5'23.0'7.8'23.0' 18.0'24.0'8.4' 6.0' 24.0'18.0' 6.4' 12.0'30.1'R30' R 3 0 'R3 0' R 30'R 30'R 30' R 30'R3 0' R 30'R30'R 3 0 'R30'R 3 0'R30 'R30'R 30'R 3 0'R30'R3 0'R 30'R30'R30 'R3 0'R 3 0'R30 'R30'R30 ' DALLAS CITY LIMITS DALLAS CITY LIMITS COPPELL CITY LIMITS 5.9' 60' FRONT YARD SETBACK 30' SIDE YARD SETBACK 20' REAR YARD SETBACK 20' REAR YARD SETBACK 20' REAR YARD SETBACK 30' SIDE YARD SETBACK 18.0'18.0'24.0'18.0'18.0'20.0'18.0'20.0'18.0'216.7'9.0'9.0'12' X 30' LOADING ZONE 12' X 30' LOADING ZONE SHADE STRUCTURE 12' X 30' LOADING ZONE 12' X 30' LOADING ZONE 12' X 30' LOADING ZONE 12' X 30' LOADING ZONE 18.0' 16.0'16.0'16.0' 19.0'19.0'19.0'18.0'18.0'18.0'18.0'18.0'18.0' 18.0' 7.9'18.0'20.0'SP 1.0 FILENAME: C3.0 SITE PLAN_.dwgPLOTTED BY: Patrick FilsonFULL PATH: K:\Jobs\VIC20008_Coppell\Drawings\03 - ProductionK:\Jobs\VIC20008_Coppell\Drawings\03 - Production\C3.0 SITE PLAN_PLOTTED DATE: 8/11/2022LEGEND 2911 TURTLE CREEK BLVD, STE 700 DALLAS, TX 75219 972-707-9555 SHEET:REV:DATE:DESCRIPTION:LOT 2-10, BLOCK 1CITY OF COPPELLDALLAS COUNTY, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: VIC20008 E N G I N E E R I N GVICTORY COPPELLP R E L I M I N A R Y F O R R E V I E W O N L Y T H E S E D O C U M E N T S A R E F O R D E S I G N R E V I E W O N L Y A N D N O T I N T E N D E D F O R T H E P U R P O S E S O F C O N S T R U C T I O N , B I D D I N G O R P E R M I T . T H E Y W E R E P R E P A R E D B Y , O R U N D E R T H E S U P ERVI S I ON O F : P.E.# 138295 JOHN D. GARDNER DATE: August 11, 2022 CONCEPT SITE PLAN CITY PROJECT NO. PD-301R-HC VICTORY AT COPPELL 16.766 ACRES LOT 1-10, BLOCK 1 SURVEY ADDITION NAME (INST. NO. 20190215010000670) CITY OF COPPELL, TEXAS PREPARATION DATE: 06/20/2022 OWNER/APPLICANT VICTORY REAL ESTATE GROUP 2911 TURTLE CREEK BLVD, SUITE 700 DALLAS, TX 75219 PH: 469-646-6184 CONTACT: BOBBY MENDOZA ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: JOHN GARDNER, PE SURVEYOR BARTON CHAPA SURVEYING 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-864-1957 CONTACT: JACK BARTON, RPLS SITE PLAN NOTE TO CONTRACTOR THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. GRAPHIC SCALE FEET012060 SCALE: 1" = 60' LAYOUT & DIMENSIONAL CONTROL NOTES: 1.BOUNDARY LINES AND EASEMENT: REFER TO THE FINAL PLAT TO VERIFY PROPERTY LINES AND EXISTING EASEMENT LOCATIONS. 2.DIMENSION CONTROL: UNLESS NOTED OTHERWISE, ALL PAVING DIMENSIONS SHOWN ARE TO FACE OF CURB. 3.CURB RADII: UNLESS NOTED OTHERWISE, ALL CURB RADII SHALL BE 3' AT FACE OF CURB. 4.BUILDING DIMENSIONS: REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 5.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES PRIOR TO CONSTRUCTION. 6.ALL COORDINATES ARE U.S. SURVEY FEET, NAD '83 SURFACE. 7.REFER TO SHEET(S) CX.X - X.X FOR SITE DETAILS. PROPOSED SIGN FIRE LANE STRIPING PROPOSED FIRE HYDRANT PROPOSED SANITARY MANHOLE PROPOSED CURB INLET PROPOSED GRATE INLET ACCESSIBLE ROUTE PARKING COUNT PROPOSED RETAINING WALL PROPOSED FDC PROPERTY BOUNDARY FH FIRELANE 10 SS KE PARKING DATA TABLE PAD SITE 1 PAD SITE 2 PAD SITE 3 PAD SITE 4 PAD SITE 5 PAD SITE 6 PAD SITE 7 PAD SITE 8 PAD SITE 9 PAD SITE 10 TOTAL ZONING HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL HIGHWAY COMMERCIAL USE RETAIL/RESTAURANT QSR RETAIL/RESTAURANT RETAIL/RESTAURANT QSR RETAIL/RESTAURANT RETAIL/RESTAURANT/ OFFICE / DAYCARE RETAIL/RESTAURANT MEDICAL OFFICE RETAIL/RESTAURANT PROP. FLOOR AREA BY USE 3,400 SF (RETAIL) 2,000 SF (REST.)3,000 SF (REST.) 4,850 SF(RETAIL) 5,500 SF (REST.) 400 SF (OUTDOOR DINING) 5,830 SF(RETAIL) 3,720 SF (REST.) 100 SF (OUTDOOR DINING) 2,220 SF 10,413 SF(RETAIL) 4,462 SF (REST.) 1,200 SF (OUTDOOR DINING) 3,700 SF (REST.) 500 SF (OUTDOOR DINING) 25,000 SF (OFFICE) 11,200 SF (DAYCARE) 21,600 SF(RETAIL) 2,400 SF (REST.) 1,500 SF (OUTDOOR DINING) 7,500 SF (BANQUET HALL) 4,000 SF (MEDICAL OFFICE) 1,400 SF (RETAIL) 200 SF (OUTDOOR DINING) 3,500 SF(REST.) PARKING REQUIREMENTS 1 PER 200 SF (RETAIL) 1 PER 100 SF (REST.)1 PER 100 SF (REST.) 1 PER 200 SF(RETAIL) 1 PER 100 SF (REST.) 1 PER 100 SF (OUTDOOR DINING) 1 PER 200 SF(RETAIL) 1 PER 100 SF (REST.) 1 PER 100 SF (OUTDOOR DINING) 1 PER 100 SF 1 PER 200 SF(RETAIL) 1 PER 100 SF (REST.) 1 PER 100 (OUTDOOR DINING) 1 PER 200 SF(RETAIL) 1 PER 100 SF (REST.) 1 PER 300 SF (OFFICE) 1 PER 10 STUDENTS+3 (DAYCARE) 1 PER 200 SF(RETAIL) 1 PER 100 SF (REST.) 1 PER 100 SF (OUTDOOR DINING) 1 PER 100 SF (BANQUET HALL) 1 PER 175 SF (MEDICAL OFFICE) 1 PER 200 SF (RETAIL) 1 PER 100 SF(REST.) 1 PER 250 SF (OUTDOOR DINING) PKG. SPACES REQUIRED 37 SPACES 30 SPACES 84 SPACES 71 SPACES 22 SPACES 110 SPACES 149 SPACES 222 SPACES 23 SPACES 43 SPACES 791 SPACES PKG. SPACES PROVIDED (SURFACE)39 SPACES 30 SPACES 89 SPACES 71 SPACES 22 SPACES 112 SPACES 150 SPACES 222 SPACES 33 SPACES 44 SPACES 812 SPACES ADA PARKING REQUIRED 2 SPACES (1 VAN)2 SPACES (1 VAN)2 SPACES (1 VAN)1 SPACES (1 VAN)2 SPACES (1 VAN)5 SPACES (1 VAN)6 SPACES (1 VAN)6 SPACES (1 VAN)2 SPACES (1 VAN)2 SPACES (1 VAN) ADA PARKING PROVIDED 2 SPACES (1 VAN)2 SPACES (1 VAN)3 SPACES (1 VAN)2 SPACES (1 VAN)2 SPACES (1 VAN)5 SPACES (1 VAN)6 SPACES (1 VAN)6 SPACES (1 VAN)2 SPACES (1 VAN)2 SPACES (1 VAN) BUILDING AREA 5,400 SF 3,800 SF 10,750 SF 9,550 SF 2,200 SF 16,075 SF 40,400 SF 33,000 SF 4,000 SF 4,900 SF LOT 1.23 AC 1.13 AC 1.73 AC 1.56 AC 1.21 AC 2.01 AC 2.38 AC 3.43 AC 0.87 AC 1.18 AC LOT COVERAGE 7.53%7.85%14.47%15.33%5.46%18.97%14.43%16.17%11.13%10.70% NON VEHICULAR OPEN SPACE (SF)22,800 15,120 23,720 21,300 15,710 15,490 17,300 21,840 12,065 18,960 NON VEHICULAR OPEN SPACE (%)42.55%30.18%31.84%31.34%29.80%17.70%16.69%17.47%31.83%36.89%S BELTLINE RDPROJECT SITE HACKBERRY DRIVE RAN C H T R AILLYNDON B JOHNSON FREEWAY EAST DIVIDEND DRIVE 635 VICINITY MAP N.T.S. LANDSCAPE ARCHITECT LONDON LANDSCAPES P.O. BOX 28 COLLINSVILLE, TEXAS 76233 PH: 972-800-0676 EMAIL: AMY_LONDON@ LONDON-LANDSCAPES.NET CONTACT: AMY LONDON, RLA 18' 20' 30°'10.4'ANGLED PARKING DETAIL 18.0'18.0' 20.0'18.0'COPPELL CITY LIMITS PATIO PATIOPATIO PATIO APPENDIX PAGE 46 INTERSECTION TURNING MOVMENT VOLUMES APPENDIX PAGE 47 SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyHackberry Rd Dividend Dr Dividend Dr STUDY INTERSECTION LEGEND15 (19) [5]85 (47) [29]1003 (1065) [892]48 (16) [8]57 (102) [42] 16 (21) [6] 19 (29) [7] 47 (108) [47] 9 (4) [8] 33 (75) [29]1184 (1514) [1005]70 (14) [62]64 (19) [78]1397 (1335) [902]10 (3) [12]67 (69) [109]1106 (1380) [943]12 (12) [11]1089 (1343) [866]105 (136) [101]611 (621) [594] 88 (124) [45] 434 (337) [271]1286 (969) [635]152 (193) [125]377 (640) [549]1398 (1367) [924]177 (174) [109] 66 (38) [58] 318 (110) [79]231 (549) [371]1064 (1184) [704]21 (16) [6]18 (23) [7]15 (75) [6] 9 (21) [7] 75 (10) [14] 100 (101) [57] 3 (2) [3] 93 (99) [96] 23 (15) [37]412 (153) [120]1347 (1279) [783]80 (32) [33]1175 (1246) [774]116 (50) [25]47 (41) [60]Saturday, November 06, 2021 *Saturday intersection turning movement volumes collected on Thursday, November 04, 2021 *Weekday intersection turning movement volumes collected on AM (PM) [SATURDAY] PEAK HOUR VOLUMES Peak Hour Traffic Volumes Initial Existing (2021) Appendix A APPENDIX PAGE 48 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD Site Code: Start Date: 11/04/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD DIVIDEND DR BELT LINE RD DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:00 AM 9 179 14 2 204 14 0 1 0 15 64 208 17 5 294 3 1 20 0 24 537 7:15 AM 17 183 17 2 219 14 7 2 0 23 56 219 16 4 295 8 3 17 0 28 565 7:30 AM 15 241 26 2 284 13 3 2 0 18 48 270 18 13 349 10 2 12 0 24 675 7:45 AM 19 242 14 7 282 14 6 5 0 25 47 293 26 15 381 12 3 15 0 30 718 Hourly Total 60 845 71 13 989 55 16 10 0 81 215 990 77 37 1319 33 9 64 0 106 2495 8:00 AM 24 255 16 4 299 13 4 4 0 21 27 251 22 5 305 6 1 9 0 16 641 8:15 AM 24 252 10 2 288 12 3 5 0 20 24 317 18 10 369 10 2 12 0 24 701 8:30 AM 18 254 8 2 282 18 3 5 0 26 18 314 14 17 363 5 3 11 0 19 690 8:45 AM 20 232 13 5 270 20 4 3 0 27 21 237 6 8 272 5 2 3 0 10 579 Hourly Total 86 993 47 13 1139 63 14 17 0 94 90 1119 60 40 1309 26 8 35 0 69 2611 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 *** BREAK ***--------------------- Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 7 276 9 6 298 29 3 10 0 42 9 264 11 3 287 25 3 13 0 41 668 4:15 PM 10 221 5 3 239 19 6 17 0 42 14 245 12 8 279 17 5 19 0 41 601 4:30 PM 15 273 6 3 297 27 4 5 0 36 6 291 9 10 316 18 4 25 0 47 696 4:45 PM 23 221 8 3 255 31 4 12 0 47 16 249 9 8 282 34 2 32 0 68 652 Hourly Total 55 991 28 15 1089 106 17 44 0 167 45 1049 41 29 1164 94 14 89 0 197 2617 5:00 PM 14 319 4 4 341 30 5 12 0 47 3 312 9 14 338 23 1 43 0 67 793 5:15 PM 12 245 3 8 268 26 10 6 0 42 11 318 8 14 351 16 2 25 0 43 704 5:30 PM 8 239 2 3 252 24 2 6 0 32 15 285 8 8 316 20 0 26 0 46 646 5:45 PM 13 262 7 4 286 22 4 5 0 31 21 331 7 5 364 16 1 14 0 31 712 Hourly Total 47 1065 16 19 1147 102 21 29 0 152 50 1246 32 41 1369 75 4 108 0 187 2855 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 248 3894 162 60 4364 326 68 100 0 494 400 4404 210 147 5161 228 35 296 0 559 10578 Approach %5.7 89.2 3.7 1.4 -66.0 13.8 20.2 0.0 -7.8 85.3 4.1 2.8 -40.8 6.3 53.0 0.0 -- Total %2.3 36.8 1.5 0.6 41.3 3.1 0.6 0.9 0.0 4.7 3.8 41.6 2.0 1.4 48.8 2.2 0.3 2.8 0.0 5.3 - Lights 230 3755 155 60 4200 305 66 99 0 470 380 4254 199 147 4980 222 32 278 0 532 10182 % Lights 92.7 96.4 95.7 100.0 96.2 93.6 97.1 99.0 -95.1 95.0 96.6 94.8 100.0 96.5 97.4 91.4 93.9 -95.2 96.3 Mediums 17 94 3 0 114 16 2 1 0 19 10 105 9 0 124 3 2 4 0 9 266 % Mediums 6.9 2.4 1.9 0.0 2.6 4.9 2.9 1.0 -3.8 2.5 2.4 4.3 0.0 2.4 1.3 5.7 1.4 -1.6 2.5 Articulated Trucks 1 45 4 0 50 5 0 0 0 5 10 45 2 0 57 3 1 14 0 18 130 % Articulated Trucks 0.4 1.2 2.5 0.0 1.1 1.5 0.0 0.0 -1.0 2.5 1.0 1.0 0.0 1.1 1.3 2.9 4.7 -3.2 1.2 APPENDIX PAGE 49 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD Site Code: Start Date: 11/04/2021 Page No: 2 11/04/2021 7:00 AM Ending At 11/04/2021 6:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 4635 4200 8835 109 114 223 48 50 98 4792 4364 9156 155 3755 230 60 3 94 17 0 4 45 1 0 162 3894 248 60 R T L U 493428461Out494519470In987947931TotalDIVIDEND DR [E]R1000199T680266L326516305U00004485 4980 9465 114 124 238 64 57 121 4663 5161 9824 Out In Total BELT LINE RD [S] U L T R 147 380 4254 199 0 10 105 9 0 10 45 2 147 400 4404 210DIVIDEND DR [W]Total113324321189In532918559Out60115146300000U22233228L322135T278414296RTurning Movement Data Plot APPENDIX PAGE 50 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD Site Code: Start Date: 11/04/2021 Page No: 3 Turning Movement Peak Hour Data (7:45 AM) Start Time BELT LINE RD DIVIDEND DR BELT LINE RD DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:45 AM 19 242 14 7 282 14 6 5 0 25 47 293 26 15 381 12 3 15 0 30 718 8:00 AM 24 255 16 4 299 13 4 4 0 21 27 251 22 5 305 6 1 9 0 16 641 8:15 AM 24 252 10 2 288 12 3 5 0 20 24 317 18 10 369 10 2 12 0 24 701 8:30 AM 18 254 8 2 282 18 3 5 0 26 18 314 14 17 363 5 3 11 0 19 690 Total 85 1003 48 15 1151 57 16 19 0 92 116 1175 80 47 1418 33 9 47 0 89 2750 Approach %7.4 87.1 4.2 1.3 -62.0 17.4 20.7 0.0 -8.2 82.9 5.6 3.3 -37.1 10.1 52.8 0.0 -- Total %3.1 36.5 1.7 0.5 41.9 2.1 0.6 0.7 0.0 3.3 4.2 42.7 2.9 1.7 51.6 1.2 0.3 1.7 0.0 3.2 - PHF 0.885 0.983 0.750 0.536 0.962 0.792 0.667 0.950 0.000 0.885 0.617 0.927 0.769 0.691 0.930 0.688 0.750 0.783 0.000 0.742 0.958 Lights 73 961 47 15 1096 49 16 19 0 84 111 1136 76 47 1370 33 7 42 0 82 2632 % Lights 85.9 95.8 97.9 100.0 95.2 86.0 100.0 100.0 -91.3 95.7 96.7 95.0 100.0 96.6 100.0 77.8 89.4 -92.1 95.7 Mediums 11 33 0 0 44 7 0 0 0 7 2 28 4 0 34 0 1 1 0 2 87 % Mediums 12.9 3.3 0.0 0.0 3.8 12.3 0.0 0.0 -7.6 1.7 2.4 5.0 0.0 2.4 0.0 11.1 2.1 -2.2 3.2 Articulated Trucks 1 9 1 0 11 1 0 0 0 1 3 11 0 0 14 0 1 4 0 5 31 % Articulated Trucks 1.2 0.9 2.1 0.0 1.0 1.8 0.0 0.0 -1.1 2.6 0.9 0.0 0.0 1.0 0.0 11.1 8.5 -5.6 1.1 APPENDIX PAGE 51 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD Site Code: Start Date: 11/04/2021 Page No: 4 Peak Hour Data 11/04/2021 7:45 AM Ending At 11/04/2021 8:45 AM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1203 1096 2299 28 44 72 11 11 22 1242 1151 2393 47 961 73 15 0 33 11 0 1 9 1 0 48 1003 85 15 R T L U 174216156Out921784In266323240TotalDIVIDEND DR [E]R190019T160016L571749U00001099 1370 2469 41 34 75 14 14 28 1154 1418 2572 Out In Total BELT LINE RD [S] U L T R 47 111 1136 76 0 2 28 4 0 3 11 0 47 116 1175 80DIVIDEND DR [W]Total25649269In822589Out174241800000U330033L7119T421447RTurning Movement Peak Hour Data Plot (7:45 AM) APPENDIX PAGE 52 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD Site Code: Start Date: 11/04/2021 Page No: 5 Turning Movement Peak Hour Data (5:00 PM) Start Time BELT LINE RD DIVIDEND DR BELT LINE RD DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 5:00 PM 14 319 4 4 341 30 5 12 0 47 3 312 9 14 338 23 1 43 0 67 793 5:15 PM 12 245 3 8 268 26 10 6 0 42 11 318 8 14 351 16 2 25 0 43 704 5:30 PM 8 239 2 3 252 24 2 6 0 32 15 285 8 8 316 20 0 26 0 46 646 5:45 PM 13 262 7 4 286 22 4 5 0 31 21 331 7 5 364 16 1 14 0 31 712 Total 47 1065 16 19 1147 102 21 29 0 152 50 1246 32 41 1369 75 4 108 0 187 2855 Approach %4.1 92.9 1.4 1.7 -67.1 13.8 19.1 0.0 -3.7 91.0 2.3 3.0 -40.1 2.1 57.8 0.0 -- Total %1.6 37.3 0.6 0.7 40.2 3.6 0.7 1.0 0.0 5.3 1.8 43.6 1.1 1.4 48.0 2.6 0.1 3.8 0.0 6.5 - PHF 0.839 0.835 0.571 0.594 0.841 0.850 0.525 0.604 0.000 0.809 0.595 0.941 0.889 0.732 0.940 0.815 0.500 0.628 0.000 0.698 0.900 Lights 46 1033 14 19 1112 100 21 29 0 150 43 1218 30 41 1332 74 4 104 0 182 2776 % Lights 97.9 97.0 87.5 100.0 96.9 98.0 100.0 100.0 -98.7 86.0 97.8 93.8 100.0 97.3 98.7 100.0 96.3 -97.3 97.2 Mediums 1 19 1 0 21 2 0 0 0 2 2 18 1 0 21 0 0 0 0 0 44 % Mediums 2.1 1.8 6.3 0.0 1.8 2.0 0.0 0.0 -1.3 4.0 1.4 3.1 0.0 1.5 0.0 0.0 0.0 -0.0 1.5 Articulated Trucks 0 13 1 0 14 0 0 0 0 0 5 10 1 0 16 1 0 4 0 5 35 % Articulated Trucks 0.0 1.2 6.3 0.0 1.2 0.0 0.0 0.0 -0.0 10.0 0.8 3.1 0.0 1.2 1.3 0.0 3.7 -2.7 1.2 APPENDIX PAGE 53 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD Site Code: Start Date: 11/04/2021 Page No: 6 Peak Hour Data 11/04/2021 5:00 PM Ending At 11/04/2021 6:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1340 1112 2452 18 21 39 11 14 25 1369 1147 2516 14 1033 46 19 1 19 1 0 1 13 0 0 16 1065 47 19 R T L U 831280Out15202150In23514230TotalDIVIDEND DR [E]R290029T210021L10202100U00001278 1332 2610 21 21 42 17 16 33 1316 1369 2685 Out In Total BELT LINE RD [S] U L T R 41 43 1218 30 0 2 18 1 0 5 10 1 41 50 1246 32DIVIDEND DR [W]Total260311274In18205187Out7836870000U740175L4004T10404108RTurning Movement Peak Hour Data Plot (5:00 PM) APPENDIX PAGE 54 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD - SAT Site Code: Start Date: 11/06/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD DIVIDEND DR BELT LINE RD DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 7 219 3 1 230 11 1 2 0 14 9 174 6 19 208 5 3 22 0 30 482 12:15 PM 6 197 0 0 203 10 0 3 0 13 8 224 10 17 259 8 0 6 0 14 489 12:30 PM 6 198 2 3 209 9 3 2 0 14 3 163 6 11 183 7 3 15 0 25 431 12:45 PM 10 278 3 1 292 12 2 0 0 14 5 213 11 13 242 9 2 4 0 15 563 Hourly Total 29 892 8 5 934 42 6 7 0 55 25 774 33 60 892 29 8 47 0 84 1965 1:00 PM 10 236 1 2 249 16 1 3 0 20 4 179 10 1 194 6 0 7 1 14 477 1:15 PM 9 206 0 1 216 15 3 1 0 19 7 163 7 13 190 3 1 12 0 16 441 1:30 PM 5 172 1 1 179 10 2 1 0 13 7 169 6 10 192 4 1 6 0 11 395 1:45 PM 6 157 1 3 167 8 1 1 0 10 7 197 7 12 223 1 0 5 0 6 406 Hourly Total 30 771 3 7 811 49 7 6 0 62 25 708 30 36 799 14 2 30 1 47 1719 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 59 1663 11 12 1745 91 13 13 0 117 50 1482 63 96 1691 43 10 77 1 131 3684 Approach %3.4 95.3 0.6 0.7 -77.8 11.1 11.1 0.0 -3.0 87.6 3.7 5.7 -32.8 7.6 58.8 0.8 -- Total %1.6 45.1 0.3 0.3 47.4 2.5 0.4 0.4 0.0 3.2 1.4 40.2 1.7 2.6 45.9 1.2 0.3 2.1 0.0 3.6 - Lights 59 1643 10 12 1724 89 11 13 0 113 44 1473 61 96 1674 42 10 71 1 124 3635 % Lights 100.0 98.8 90.9 100.0 98.8 97.8 84.6 100.0 -96.6 88.0 99.4 96.8 100.0 99.0 97.7 100.0 92.2 100.0 94.7 98.7 Mediums 0 15 1 0 16 2 2 0 0 4 2 9 2 0 13 1 0 3 0 4 37 % Mediums 0.0 0.9 9.1 0.0 0.9 2.2 15.4 0.0 -3.4 4.0 0.6 3.2 0.0 0.8 2.3 0.0 3.9 0.0 3.1 1.0 Articulated Trucks 0 5 0 0 5 0 0 0 0 0 4 0 0 0 4 0 0 3 0 3 12 % Articulated Trucks 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 -0.0 8.0 0.0 0.0 0.0 0.2 0.0 0.0 3.9 0.0 2.3 0.3 APPENDIX PAGE 55 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD - SAT Site Code: Start Date: 11/06/2021 Page No: 2 11/06/2021 12:00 PM Ending At 11/06/2021 2:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1540 1724 3264 10 16 26 0 5 5 1550 1745 3295 10 1643 59 12 1 15 0 0 0 5 0 0 11 1663 59 12 R T L U 13202130Out11704113In24906243TotalDIVIDEND DR [E]R130013T130211L910289U00001899 1674 3573 20 13 33 8 4 12 1927 1691 3618 Out In Total BELT LINE RD [S] U L T R 96 44 1473 61 0 2 9 2 0 4 0 0 96 50 1482 63DIVIDEND DR [W]Total19097206In12443131Out6654751001U421043L100010T713377RTurning Movement Data Plot APPENDIX PAGE 56 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD - SAT Site Code: Start Date: 11/06/2021 Page No: 3 Turning Movement Peak Hour Data (12:00 PM) Start Time BELT LINE RD DIVIDEND DR BELT LINE RD DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 7 219 3 1 230 11 1 2 0 14 9 174 6 19 208 5 3 22 0 30 482 12:15 PM 6 197 0 0 203 10 0 3 0 13 8 224 10 17 259 8 0 6 0 14 489 12:30 PM 6 198 2 3 209 9 3 2 0 14 3 163 6 11 183 7 3 15 0 25 431 12:45 PM 10 278 3 1 292 12 2 0 0 14 5 213 11 13 242 9 2 4 0 15 563 Total 29 892 8 5 934 42 6 7 0 55 25 774 33 60 892 29 8 47 0 84 1965 Approach %3.1 95.5 0.9 0.5 -76.4 10.9 12.7 0.0 -2.8 86.8 3.7 6.7 -34.5 9.5 56.0 0.0 -- Total %1.5 45.4 0.4 0.3 47.5 2.1 0.3 0.4 0.0 2.8 1.3 39.4 1.7 3.1 45.4 1.5 0.4 2.4 0.0 4.3 - PHF 0.725 0.802 0.667 0.417 0.800 0.875 0.500 0.583 0.000 0.982 0.694 0.864 0.750 0.789 0.861 0.806 0.667 0.534 0.000 0.700 0.873 Lights 29 882 7 5 923 41 6 7 0 54 21 770 31 60 882 28 8 44 0 80 1939 % Lights 100.0 98.9 87.5 100.0 98.8 97.6 100.0 100.0 -98.2 84.0 99.5 93.9 100.0 98.9 96.6 100.0 93.6 -95.2 98.7 Mediums 0 7 1 0 8 1 0 0 0 1 1 4 2 0 7 1 0 1 0 2 18 % Mediums 0.0 0.8 12.5 0.0 0.9 2.4 0.0 0.0 -1.8 4.0 0.5 6.1 0.0 0.8 3.4 0.0 2.1 -2.4 0.9 Articulated Trucks 0 3 0 0 3 0 0 0 0 0 3 0 0 0 3 0 0 2 0 2 8 % Articulated Trucks 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 -0.0 12.0 0.0 0.0 0.0 0.3 0.0 0.0 4.3 -2.4 0.4 APPENDIX PAGE 57 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ BELT LINE RD - SAT Site Code: Start Date: 11/06/2021 Page No: 4 Peak Hour Data 11/06/2021 12:00 PM Ending At 11/06/2021 1:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 810 923 1733 5 8 13 0 3 3 815 934 1749 7 882 29 5 1 7 0 0 0 3 0 0 8 892 29 5 R T L U 700268Out550154In12503122TotalDIVIDEND DR [E]R7007T6006L420141U00001027 882 1909 9 7 16 5 3 8 1041 892 1933 Out In Total BELT LINE RD [S] U L T R 60 21 770 31 0 1 4 2 0 3 0 0 60 25 774 33DIVIDEND DR [W]Total11445123In802284Out3423390000U281029L8008T441247RTurning Movement Peak Hour Data Plot (12:00 PM) APPENDIX PAGE 58 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD Westbound St.BELT LINE RD EXISTING DRIVEWAY Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:00 AM 0 226 10 0 236 0 0 0 0 0 0 296 0 0 296 0 0 12 0 12 544 7:15 AM 0 254 7 0 261 0 0 0 0 0 0 322 0 0 322 0 0 14 0 14 597 7:30 AM 0 308 14 0 322 0 0 0 0 0 0 336 0 0 336 0 0 17 0 17 675 7:45 AM 0 322 14 0 336 0 0 0 0 0 0 386 0 0 386 0 0 11 0 11 733 Hourly Total 0 1110 45 0 1155 0 0 0 0 0 0 1340 0 0 1340 0 0 54 0 54 2549 8:00 AM 0 312 19 0 331 0 0 0 0 0 0 310 0 0 310 0 0 17 0 17 658 8:15 AM 0 279 16 0 295 0 0 0 0 0 0 342 0 0 342 0 0 11 0 11 648 8:30 AM 0 271 21 0 292 0 0 0 0 0 0 359 0 0 359 0 0 25 0 25 676 8:45 AM 0 295 13 0 308 0 0 0 0 0 0 286 0 0 286 0 0 19 0 19 613 Hourly Total 0 1157 69 0 1226 0 0 0 0 0 0 1297 0 0 1297 0 0 72 0 72 2595 *** BREAK ***--------------------- 4:00 PM 0 327 2 0 329 0 0 0 0 0 0 281 0 0 281 0 0 5 0 5 615 4:15 PM 0 338 4 0 342 0 0 0 0 0 0 296 0 0 296 0 0 4 0 4 642 4:30 PM 0 343 3 0 346 0 0 0 0 0 0 303 0 0 303 0 0 3 0 3 652 4:45 PM 0 359 4 0 363 0 0 0 0 0 0 309 0 0 309 0 0 9 0 9 681 Hourly Total 0 1367 13 0 1380 0 0 0 0 0 0 1189 0 0 1189 0 0 21 0 21 2590 5:00 PM 0 433 6 0 439 0 0 0 0 0 0 342 0 0 342 0 0 1 0 1 782 5:15 PM 0 346 3 0 349 0 0 0 0 0 0 331 0 0 331 0 0 7 0 7 687 5:30 PM 0 376 1 0 377 0 0 0 0 0 0 353 0 0 353 0 0 2 0 2 732 5:45 PM 0 315 4 0 319 0 0 0 0 0 0 344 0 0 344 0 0 4 0 4 667 Hourly Total 0 1470 14 0 1484 0 0 0 0 0 0 1370 0 0 1370 0 0 14 0 14 2868 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 5104 141 0 5245 0 0 0 0 0 0 5196 0 0 5196 0 0 161 0 161 10602 Approach %0.0 97.3 2.7 0.0 -0.0 0.0 0.0 0.0 -0.0 100.0 0.0 0.0 -0.0 0.0 100.0 0.0 -- Total %0.0 48.1 1.3 0.0 49.5 0.0 0.0 0.0 0.0 0.0 0.0 49.0 0.0 0.0 49.0 0.0 0.0 1.5 0.0 1.5 - Lights 0 4921 141 0 5062 0 0 0 0 0 0 5014 0 0 5014 0 0 159 0 159 10235 % Lights -96.4 100.0 -96.5 ------96.5 --96.5 --98.8 -98.8 96.5 Mediums 0 119 0 0 119 0 0 0 0 0 0 127 0 0 127 0 0 1 0 1 247 % Mediums -2.3 0.0 -2.3 ------2.4 --2.4 --0.6 -0.6 2.3 Articulated Trucks 0 64 0 0 64 0 0 0 0 0 0 55 0 0 55 0 0 1 0 1 120 % Articulated Trucks -1.3 0.0 -1.2 ------1.1 --1.1 --0.6 -0.6 1.1 APPENDIX PAGE 59 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 2 11/04/2021 7:00 AM Ending At 11/04/2021 6:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 5014 5062 10076 127 119 246 55 64 119 5196 5245 10441 141 4921 0 0 0 119 0 0 0 64 0 0 141 5104 0 0 R T L U 0000Out0000In0000TotalWestbound St. [E]R0000T0000L0000U00005080 5014 10094 120 127 247 65 55 120 5265 5196 10461 Out In Total BELT LINE RD [S] U L T R 0 0 5014 0 0 0 127 0 0 0 55 0 0 0 5196 0EXISTING DRIVEWAY [W]Total30011302In15911161Out141001410000U0000L0000T15911161RTurning Movement Data Plot APPENDIX PAGE 60 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 3 Turning Movement Peak Hour Data (7:45 AM) Start Time BELT LINE RD Westbound St.BELT LINE RD EXISTING DRIVEWAY Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:45 AM 0 322 14 0 336 0 0 0 0 0 0 386 0 0 386 0 0 11 0 11 733 8:00 AM 0 312 19 0 331 0 0 0 0 0 0 310 0 0 310 0 0 17 0 17 658 8:15 AM 0 279 16 0 295 0 0 0 0 0 0 342 0 0 342 0 0 11 0 11 648 8:30 AM 0 271 21 0 292 0 0 0 0 0 0 359 0 0 359 0 0 25 0 25 676 Total 0 1184 70 0 1254 0 0 0 0 0 0 1397 0 0 1397 0 0 64 0 64 2715 Approach %0.0 94.4 5.6 0.0 -0.0 0.0 0.0 0.0 -0.0 100.0 0.0 0.0 -0.0 0.0 100.0 0.0 -- Total %0.0 43.6 2.6 0.0 46.2 0.0 0.0 0.0 0.0 0.0 0.0 51.5 0.0 0.0 51.5 0.0 0.0 2.4 0.0 2.4 - PHF 0.000 0.919 0.833 0.000 0.933 0.000 0.000 0.000 0.000 0.000 0.000 0.905 0.000 0.000 0.905 0.000 0.000 0.640 0.000 0.640 0.926 Lights 0 1126 70 0 1196 0 0 0 0 0 0 1349 0 0 1349 0 0 64 0 64 2609 % Lights -95.1 100.0 -95.4 ------96.6 --96.6 --100.0 -100.0 96.1 Mediums 0 45 0 0 45 0 0 0 0 0 0 34 0 0 34 0 0 0 0 0 79 % Mediums -3.8 0.0 -3.6 ------2.4 --2.4 --0.0 -0.0 2.9 Articulated Trucks 0 13 0 0 13 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 27 % Articulated Trucks -1.1 0.0 -1.0 ------1.0 --1.0 --0.0 -0.0 1.0 APPENDIX PAGE 61 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 4 Peak Hour Data 11/04/2021 7:45 AM Ending At 11/04/2021 8:45 AM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1349 1196 2545 34 45 79 14 13 27 1397 1254 2651 70 1126 0 0 0 45 0 0 0 13 0 0 70 1184 0 0 R T L U 0000Out0000In0000TotalWestbound St. [E]R0000T0000L0000U00001190 1349 2539 45 34 79 13 14 27 1248 1397 2645 Out In Total BELT LINE RD [S] U L T R 0 0 1349 0 0 0 34 0 0 0 14 0 0 0 1397 0EXISTING DRIVEWAY [W]Total13400134In640064Out7000700000U0000L0000T640064RTurning Movement Peak Hour Data Plot (7:45 AM) APPENDIX PAGE 62 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 5 Turning Movement Peak Hour Data (4:45 PM) Start Time BELT LINE RD Westbound St.BELT LINE RD EXISTING DRIVEWAY Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 4:45 PM 0 359 4 0 363 0 0 0 0 0 0 309 0 0 309 0 0 9 0 9 681 5:00 PM 0 433 6 0 439 0 0 0 0 0 0 342 0 0 342 0 0 1 0 1 782 5:15 PM 0 346 3 0 349 0 0 0 0 0 0 331 0 0 331 0 0 7 0 7 687 5:30 PM 0 376 1 0 377 0 0 0 0 0 0 353 0 0 353 0 0 2 0 2 732 Total 0 1514 14 0 1528 0 0 0 0 0 0 1335 0 0 1335 0 0 19 0 19 2882 Approach %0.0 99.1 0.9 0.0 -0.0 0.0 0.0 0.0 -0.0 100.0 0.0 0.0 -0.0 0.0 100.0 0.0 -- Total %0.0 52.5 0.5 0.0 53.0 0.0 0.0 0.0 0.0 0.0 0.0 46.3 0.0 0.0 46.3 0.0 0.0 0.7 0.0 0.7 - PHF 0.000 0.874 0.583 0.000 0.870 0.000 0.000 0.000 0.000 0.000 0.000 0.945 0.000 0.000 0.945 0.000 0.000 0.528 0.000 0.528 0.921 Lights 0 1479 14 0 1493 0 0 0 0 0 0 1302 0 0 1302 0 0 19 0 19 2814 % Lights -97.7 100.0 -97.7 ------97.5 --97.5 --100.0 -100.0 97.6 Mediums 0 23 0 0 23 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 45 % Mediums -1.5 0.0 -1.5 ------1.6 --1.6 --0.0 -0.0 1.6 Articulated Trucks 0 12 0 0 12 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 23 % Articulated Trucks -0.8 0.0 -0.8 ------0.8 --0.8 --0.0 -0.0 0.8 APPENDIX PAGE 63 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 6 Peak Hour Data 11/04/2021 4:45 PM Ending At 11/04/2021 5:45 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1302 1493 2795 22 23 45 11 12 23 1335 1528 2863 14 1479 0 0 0 23 0 0 0 12 0 0 14 1514 0 0 R T L U 0000Out0000In0000TotalWestbound St. [E]R0000T0000L0000U00001498 1302 2800 23 22 45 12 11 23 1533 1335 2868 Out In Total BELT LINE RD [S] U L T R 0 0 1302 0 0 0 22 0 0 0 11 0 0 0 1335 0EXISTING DRIVEWAY [W]Total330033In190019Out1400140000U0000L0000T190019RTurning Movement Peak Hour Data Plot (4:45 PM) APPENDIX PAGE 64 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD Westbound St.BELT LINE RD EXISTING DRIVEWAY Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 0 255 22 0 277 0 0 0 0 0 0 210 0 0 210 0 0 23 0 23 510 12:15 PM 0 222 14 0 236 0 0 0 0 0 0 253 0 0 253 0 0 23 0 23 512 12:30 PM 0 228 20 0 248 0 0 0 0 0 0 207 0 0 207 0 0 11 0 11 466 12:45 PM 0 300 6 0 306 0 0 0 0 0 0 232 0 0 232 0 0 21 0 21 559 Hourly Total 0 1005 62 0 1067 0 0 0 0 0 0 902 0 0 902 0 0 78 0 78 2047 1:00 PM 0 261 9 0 270 0 0 0 0 0 0 197 0 0 197 0 0 9 0 9 476 1:15 PM 0 240 9 0 249 0 0 0 0 0 0 193 0 0 193 0 0 11 0 11 453 1:30 PM 0 193 9 0 202 0 0 0 0 0 0 210 0 0 210 0 0 22 0 22 434 1:45 PM 0 174 8 0 182 0 0 0 0 0 0 208 0 0 208 0 0 15 0 15 405 Hourly Total 0 868 35 0 903 0 0 0 0 0 0 808 0 0 808 0 0 57 0 57 1768 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 1873 97 0 1970 0 0 0 0 0 0 1710 0 0 1710 0 0 135 0 135 3815 Approach %0.0 95.1 4.9 0.0 -0.0 0.0 0.0 0.0 -0.0 100.0 0.0 0.0 -0.0 0.0 100.0 0.0 -- Total %0.0 49.1 2.5 0.0 51.6 0.0 0.0 0.0 0.0 0.0 0.0 44.8 0.0 0.0 44.8 0.0 0.0 3.5 0.0 3.5 - Lights 0 1844 97 0 1941 0 0 0 0 0 0 1694 0 0 1694 0 0 134 0 134 3769 % Lights -98.5 100.0 -98.5 ------99.1 --99.1 --99.3 -99.3 98.8 Mediums 0 21 0 0 21 0 0 0 0 0 0 12 0 0 12 0 0 1 0 1 34 % Mediums -1.1 0.0 -1.1 ------0.7 --0.7 --0.7 -0.7 0.9 Articulated Trucks 0 8 0 0 8 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 12 % Articulated Trucks -0.4 0.0 -0.4 ------0.2 --0.2 --0.0 -0.0 0.3 APPENDIX PAGE 65 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 2 11/06/2021 12:00 PM Ending At 11/06/2021 2:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1694 1941 3635 12 21 33 4 8 12 1710 1970 3680 97 1844 0 0 0 21 0 0 0 8 0 0 97 1873 0 0 R T L U 0000Out0000In0000TotalWestbound St. [E]R0000T0000L0000U00001978 1694 3672 22 12 34 8 4 12 2008 1710 3718 Out In Total BELT LINE RD [S] U L T R 0 0 1694 0 0 0 12 0 0 0 4 0 0 0 1710 0EXISTING DRIVEWAY [W]Total23110232In13410135Out9700970000U0000L0000T13410135RTurning Movement Data Plot APPENDIX PAGE 66 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 3 Turning Movement Peak Hour Data (12:00 PM) Start Time BELT LINE RD Westbound St.BELT LINE RD EXISTING DRIVEWAY Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 0 255 22 0 277 0 0 0 0 0 0 210 0 0 210 0 0 23 0 23 510 12:15 PM 0 222 14 0 236 0 0 0 0 0 0 253 0 0 253 0 0 23 0 23 512 12:30 PM 0 228 20 0 248 0 0 0 0 0 0 207 0 0 207 0 0 11 0 11 466 12:45 PM 0 300 6 0 306 0 0 0 0 0 0 232 0 0 232 0 0 21 0 21 559 Total 0 1005 62 0 1067 0 0 0 0 0 0 902 0 0 902 0 0 78 0 78 2047 Approach %0.0 94.2 5.8 0.0 -0.0 0.0 0.0 0.0 -0.0 100.0 0.0 0.0 -0.0 0.0 100.0 0.0 -- Total %0.0 49.1 3.0 0.0 52.1 0.0 0.0 0.0 0.0 0.0 0.0 44.1 0.0 0.0 44.1 0.0 0.0 3.8 0.0 3.8 - PHF 0.000 0.838 0.705 0.000 0.872 0.000 0.000 0.000 0.000 0.000 0.000 0.891 0.000 0.000 0.891 0.000 0.000 0.848 0.000 0.848 0.915 Lights 0 991 62 0 1053 0 0 0 0 0 0 894 0 0 894 0 0 77 0 77 2024 % Lights -98.6 100.0 -98.7 ------99.1 --99.1 --98.7 -98.7 98.9 Mediums 0 9 0 0 9 0 0 0 0 0 0 5 0 0 5 0 0 1 0 1 15 % Mediums -0.9 0.0 -0.8 ------0.6 --0.6 --1.3 -1.3 0.7 Articulated Trucks 0 5 0 0 5 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 8 % Articulated Trucks -0.5 0.0 -0.5 ------0.3 --0.3 --0.0 -0.0 0.4 APPENDIX PAGE 67 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ EXISTING DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 4 Peak Hour Data 11/06/2021 12:00 PM Ending At 11/06/2021 1:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 894 1053 1947 5 9 14 3 5 8 902 1067 1969 62 991 0 0 0 9 0 0 0 5 0 0 62 1005 0 0 R T L U 0000Out0000In0000TotalWestbound St. [E]R0000T0000L0000U00001068 894 1962 10 5 15 5 3 8 1083 902 1985 Out In Total BELT LINE RD [S] U L T R 0 0 894 0 0 0 5 0 0 0 3 0 0 0 902 0EXISTING DRIVEWAY [W]Total13910140In771078Out6200620000U0000L0000T771078RTurning Movement Peak Hour Data Plot (12:00 PM) APPENDIX PAGE 68 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD Site Code: Start Date: 11/04/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD HACKBERRY RD BELT LINE RD HACKBERRY RD Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:00 AM 21 194 2 1 218 0 0 5 0 5 0 293 66 1 360 0 0 3 0 3 586 7:15 AM 12 220 2 3 237 0 0 13 0 13 0 302 79 0 381 0 0 2 0 2 633 7:30 AM 16 276 3 3 298 0 0 21 0 21 0 373 97 0 470 0 0 6 0 6 795 7:45 AM 18 300 3 3 324 0 1 25 0 26 0 340 114 0 454 0 0 5 0 5 809 Hourly Total 67 990 10 10 1077 0 1 64 0 65 0 1308 356 1 1665 0 0 16 0 16 2823 8:00 AM 11 275 5 3 294 0 0 25 0 25 0 297 104 1 402 1 0 6 0 7 728 8:15 AM 22 255 1 1 279 0 0 22 0 22 0 337 97 0 434 0 0 6 0 6 741 8:30 AM 34 260 6 8 308 0 0 28 0 28 1 310 77 0 388 0 0 8 0 8 732 8:45 AM 26 262 1 4 293 0 0 8 0 8 0 287 66 0 353 0 0 7 0 7 661 Hourly Total 93 1052 13 16 1174 0 0 83 0 83 1 1231 344 1 1577 1 0 27 0 28 2862 *** BREAK ***--------------------- 4:00 PM 12 330 1 0 343 0 0 16 0 16 0 294 32 0 326 0 0 6 0 6 691 4:15 PM 22 275 3 1 301 0 0 24 0 24 0 262 20 0 282 0 0 6 0 6 613 4:30 PM 19 345 5 0 369 0 0 24 0 24 0 290 22 0 312 0 1 6 0 7 712 4:45 PM 11 311 2 5 329 0 0 19 0 19 0 281 44 0 325 0 0 3 0 3 676 Hourly Total 64 1261 11 6 1342 0 0 83 0 83 0 1127 118 0 1245 0 1 21 0 22 2692 5:00 PM 22 401 3 0 426 0 0 30 0 30 0 299 42 0 341 0 0 3 0 3 800 5:15 PM 14 354 3 3 374 0 0 27 0 27 0 337 31 0 368 0 0 3 0 3 772 5:30 PM 16 316 4 0 336 0 0 22 0 22 0 302 34 0 336 0 0 5 0 5 699 5:45 PM 17 309 2 0 328 0 0 20 0 20 0 341 46 0 387 0 0 4 0 4 739 Hourly Total 69 1380 12 3 1464 0 0 99 0 99 0 1279 153 0 1432 0 0 15 0 15 3010 Grand Total 293 4683 46 35 5057 0 1 329 0 330 1 4945 971 2 5919 1 1 79 0 81 11387 Approach %5.8 92.6 0.9 0.7 -0.0 0.3 99.7 0.0 -0.0 83.5 16.4 0.0 -1.2 1.2 97.5 0.0 -- Total %2.6 41.1 0.4 0.3 44.4 0.0 0.0 2.9 0.0 2.9 0.0 43.4 8.5 0.0 52.0 0.0 0.0 0.7 0.0 0.7 - Lights 288 4511 45 34 4878 0 1 321 0 322 1 4770 940 2 5713 1 1 77 0 79 10992 % Lights 98.3 96.3 97.8 97.1 96.5 -100.0 97.6 -97.6 100.0 96.5 96.8 100.0 96.5 100.0 100.0 97.5 -97.5 96.5 Mediums 4 110 1 1 116 0 0 8 0 8 0 124 26 0 150 0 0 2 0 2 276 % Mediums 1.4 2.3 2.2 2.9 2.3 -0.0 2.4 -2.4 0.0 2.5 2.7 0.0 2.5 0.0 0.0 2.5 -2.5 2.4 Articulated Trucks 1 62 0 0 63 0 0 0 0 0 0 51 5 0 56 0 0 0 0 0 119 % Articulated Trucks 0.3 1.3 0.0 0.0 1.2 -0.0 0.0 -0.0 0.0 1.0 0.5 0.0 0.9 0.0 0.0 0.0 -0.0 1.0 APPENDIX PAGE 69 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD Site Code: Start Date: 11/04/2021 Page No: 2 11/04/2021 7:00 AM Ending At 11/04/2021 6:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 5126 4878 10004 133 116 249 51 63 114 5310 5057 10367 45 4511 288 34 1 110 4 1 0 62 1 0 46 4683 293 35 R T L U 12656301229Out33008322In15956381551TotalHACKBERRY RD [E]R32908321T1001L0000U00004590 5713 10303 112 150 262 62 56 118 4764 5919 10683 Out In Total BELT LINE RD [S] U L T R 2 1 4770 940 0 0 124 26 0 0 51 5 2 1 4945 971HACKBERRY RD [W]Total12630129In792081Out4710480000U1001L1001T772079RTurning Movement Data Plot APPENDIX PAGE 70 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD Site Code: Start Date: 11/04/2021 Page No: 3 Turning Movement Peak Hour Data (7:30 AM) Start Time BELT LINE RD HACKBERRY RD BELT LINE RD HACKBERRY RD Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:30 AM 16 276 3 3 298 0 0 21 0 21 0 373 97 0 470 0 0 6 0 6 795 7:45 AM 18 300 3 3 324 0 1 25 0 26 0 340 114 0 454 0 0 5 0 5 809 8:00 AM 11 275 5 3 294 0 0 25 0 25 0 297 104 1 402 1 0 6 0 7 728 8:15 AM 22 255 1 1 279 0 0 22 0 22 0 337 97 0 434 0 0 6 0 6 741 Total 67 1106 12 10 1195 0 1 93 0 94 0 1347 412 1 1760 1 0 23 0 24 3073 Approach %5.6 92.6 1.0 0.8 -0.0 1.1 98.9 0.0 -0.0 76.5 23.4 0.1 -4.2 0.0 95.8 0.0 -- Total %2.2 36.0 0.4 0.3 38.9 0.0 0.0 3.0 0.0 3.1 0.0 43.8 13.4 0.0 57.3 0.0 0.0 0.7 0.0 0.8 - PHF 0.761 0.922 0.600 0.833 0.922 0.000 0.250 0.930 0.000 0.904 0.000 0.903 0.904 0.250 0.936 0.250 0.000 0.958 0.000 0.857 0.950 Lights 66 1049 12 10 1137 0 1 92 0 93 0 1300 397 1 1698 1 0 21 0 22 2950 % Lights 98.5 94.8 100.0 100.0 95.1 -100.0 98.9 -98.9 -96.5 96.4 100.0 96.5 100.0 -91.3 -91.7 96.0 Mediums 0 41 0 0 41 0 0 1 0 1 0 32 12 0 44 0 0 2 0 2 88 % Mediums 0.0 3.7 0.0 0.0 3.4 -0.0 1.1 -1.1 -2.4 2.9 0.0 2.5 0.0 -8.7 -8.3 2.9 Articulated Trucks 1 16 0 0 17 0 0 0 0 0 0 15 3 0 18 0 0 0 0 0 35 % Articulated Trucks 1.5 1.4 0.0 0.0 1.4 -0.0 0.0 -0.0 -1.1 0.7 0.0 1.0 0.0 -0.0 -0.0 1.1 APPENDIX PAGE 71 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD Site Code: Start Date: 11/04/2021 Page No: 4 Peak Hour Data 11/04/2021 7:30 AM Ending At 11/04/2021 8:30 AM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1403 1137 2540 33 41 74 15 17 32 1451 1195 2646 12 1049 66 10 0 41 0 0 0 16 1 0 12 1106 67 10 R T L U 479412463Out940193In573413556TotalHACKBERRY RD [E]R930192T1001L0000U00001071 1698 2769 43 44 87 16 18 34 1130 1760 2890 Out In Total BELT LINE RD [S] U L T R 1 0 1300 397 0 0 32 12 0 0 15 3 1 0 1347 412HACKBERRY RD [W]Total352037In222024Out1300130000U1001L0000T212023RTurning Movement Peak Hour Data Plot (7:30 AM) APPENDIX PAGE 72 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD Site Code: Start Date: 11/04/2021 Page No: 5 Turning Movement Peak Hour Data (5:00 PM) Start Time BELT LINE RD HACKBERRY RD BELT LINE RD HACKBERRY RD Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 5:00 PM 22 401 3 0 426 0 0 30 0 30 0 299 42 0 341 0 0 3 0 3 800 5:15 PM 14 354 3 3 374 0 0 27 0 27 0 337 31 0 368 0 0 3 0 3 772 5:30 PM 16 316 4 0 336 0 0 22 0 22 0 302 34 0 336 0 0 5 0 5 699 5:45 PM 17 309 2 0 328 0 0 20 0 20 0 341 46 0 387 0 0 4 0 4 739 Total 69 1380 12 3 1464 0 0 99 0 99 0 1279 153 0 1432 0 0 15 0 15 3010 Approach %4.7 94.3 0.8 0.2 -0.0 0.0 100.0 0.0 -0.0 89.3 10.7 0.0 -0.0 0.0 100.0 0.0 -- Total %2.3 45.8 0.4 0.1 48.6 0.0 0.0 3.3 0.0 3.3 0.0 42.5 5.1 0.0 47.6 0.0 0.0 0.5 0.0 0.5 - PHF 0.784 0.860 0.750 0.250 0.859 0.000 0.000 0.825 0.000 0.825 0.000 0.938 0.832 0.000 0.925 0.000 0.000 0.750 0.000 0.750 0.941 Lights 67 1348 12 3 1430 0 0 98 0 98 0 1246 147 0 1393 0 0 15 0 15 2936 % Lights 97.1 97.7 100.0 100.0 97.7 --99.0 -99.0 -97.4 96.1 -97.3 --100.0 -100.0 97.5 Mediums 2 17 0 0 19 0 0 1 0 1 0 18 6 0 24 0 0 0 0 0 44 % Mediums 2.9 1.2 0.0 0.0 1.3 --1.0 -1.0 -1.4 3.9 -1.7 --0.0 -0.0 1.5 Articulated Trucks 0 15 0 0 15 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 30 % Articulated Trucks 0.0 1.1 0.0 0.0 1.0 --0.0 -0.0 -1.2 0.0 -1.0 --0.0 -0.0 1.0 APPENDIX PAGE 73 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD Site Code: Start Date: 11/04/2021 Page No: 6 Peak Hour Data 11/04/2021 5:00 PM Ending At 11/04/2021 6:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1347 1430 2777 19 19 38 15 15 30 1381 1464 2845 12 1348 67 3 0 17 2 0 0 15 0 0 12 1380 69 3 R T L U 22208214Out990198In32109312TotalHACKBERRY RD [E]R990198T0000L0000U00001363 1393 2756 17 24 41 15 15 30 1395 1432 2827 Out In Total BELT LINE RD [S] U L T R 0 0 1246 147 0 0 18 6 0 0 15 0 0 0 1279 153HACKBERRY RD [W]Total270027In150015Out1200120000U0000L0000T150015RTurning Movement Peak Hour Data Plot (5:00 PM) APPENDIX PAGE 74 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD - SAT Site Code: Start Date: 11/06/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD HACKBERRY RD BELT LINE RD HACKBERRY RD Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 32 213 4 3 252 0 0 32 0 32 0 176 26 0 202 0 0 10 0 10 496 12:15 PM 29 207 5 4 245 0 0 20 0 20 1 226 35 0 262 0 0 7 0 7 534 12:30 PM 22 214 1 2 239 0 0 24 0 24 0 177 33 0 210 0 0 12 0 12 485 12:45 PM 26 309 1 3 339 0 0 20 0 20 0 204 26 0 230 0 0 8 0 8 597 Hourly Total 109 943 11 12 1075 0 0 96 0 96 1 783 120 0 904 0 0 37 0 37 2112 1:00 PM 24 224 1 6 255 0 0 13 0 13 0 170 32 0 202 0 0 2 0 2 472 1:15 PM 22 209 4 2 237 0 0 20 0 20 0 169 28 0 197 0 0 9 0 9 463 1:30 PM 23 175 1 2 201 0 0 20 0 20 0 177 35 0 212 0 0 5 0 5 438 1:45 PM 9 172 2 7 190 0 0 28 0 28 1 175 35 0 211 0 0 9 0 9 438 Hourly Total 78 780 8 17 883 0 0 81 0 81 1 691 130 0 822 0 0 25 0 25 1811 Grand Total 187 1723 19 29 1958 0 0 177 0 177 2 1474 250 0 1726 0 0 62 0 62 3923 Approach %9.6 88.0 1.0 1.5 -0.0 0.0 100.0 0.0 -0.1 85.4 14.5 0.0 -0.0 0.0 100.0 0.0 -- Total %4.8 43.9 0.5 0.7 49.9 0.0 0.0 4.5 0.0 4.5 0.1 37.6 6.4 0.0 44.0 0.0 0.0 1.6 0.0 1.6 - Lights 186 1698 19 29 1932 0 0 175 0 175 2 1458 247 0 1707 0 0 62 0 62 3876 % Lights 99.5 98.5 100.0 100.0 98.7 --98.9 -98.9 100.0 98.9 98.8 -98.9 --100.0 -100.0 98.8 Mediums 1 16 0 0 17 0 0 2 0 2 0 12 3 0 15 0 0 0 0 0 34 % Mediums 0.5 0.9 0.0 0.0 0.9 --1.1 -1.1 0.0 0.8 1.2 -0.9 --0.0 -0.0 0.9 Articulated Trucks 0 9 0 0 9 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 13 % Articulated Trucks 0.0 0.5 0.0 0.0 0.5 --0.0 -0.0 0.0 0.3 0.0 -0.2 --0.0 -0.0 0.3 APPENDIX PAGE 75 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD - SAT Site Code: Start Date: 11/06/2021 Page No: 2 11/06/2021 12:00 PM Ending At 11/06/2021 2:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1662 1932 3594 14 17 31 4 9 13 1680 1958 3638 19 1698 186 29 0 16 1 0 0 9 0 0 19 1723 187 29 R T L U 43704433Out17702175In61406608TotalHACKBERRY RD [E]R17702175T0000L0000U00001760 1707 3467 16 15 31 9 4 13 1785 1726 3511 Out In Total BELT LINE RD [S] U L T R 0 2 1458 247 0 0 12 3 0 0 4 0 0 2 1474 250HACKBERRY RD [W]Total830083In620062Out2100210000U0000L0000T620062RTurning Movement Data Plot APPENDIX PAGE 76 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD - SAT Site Code: Start Date: 11/06/2021 Page No: 3 Turning Movement Peak Hour Data (12:00 PM) Start Time BELT LINE RD HACKBERRY RD BELT LINE RD HACKBERRY RD Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 32 213 4 3 252 0 0 32 0 32 0 176 26 0 202 0 0 10 0 10 496 12:15 PM 29 207 5 4 245 0 0 20 0 20 1 226 35 0 262 0 0 7 0 7 534 12:30 PM 22 214 1 2 239 0 0 24 0 24 0 177 33 0 210 0 0 12 0 12 485 12:45 PM 26 309 1 3 339 0 0 20 0 20 0 204 26 0 230 0 0 8 0 8 597 Total 109 943 11 12 1075 0 0 96 0 96 1 783 120 0 904 0 0 37 0 37 2112 Approach %10.1 87.7 1.0 1.1 -0.0 0.0 100.0 0.0 -0.1 86.6 13.3 0.0 -0.0 0.0 100.0 0.0 -- Total %5.2 44.6 0.5 0.6 50.9 0.0 0.0 4.5 0.0 4.5 0.0 37.1 5.7 0.0 42.8 0.0 0.0 1.8 0.0 1.8 - PHF 0.852 0.763 0.550 0.750 0.793 0.000 0.000 0.750 0.000 0.750 0.250 0.866 0.857 0.000 0.863 0.000 0.000 0.771 0.000 0.771 0.884 Lights 108 930 11 12 1061 0 0 95 0 95 1 773 118 0 892 0 0 37 0 37 2085 % Lights 99.1 98.6 100.0 100.0 98.7 --99.0 -99.0 100.0 98.7 98.3 -98.7 --100.0 -100.0 98.7 Mediums 1 8 0 0 9 0 0 1 0 1 0 7 2 0 9 0 0 0 0 0 19 % Mediums 0.9 0.8 0.0 0.0 0.8 --1.0 -1.0 0.0 0.9 1.7 -1.0 --0.0 -0.0 0.9 Articulated Trucks 0 5 0 0 5 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 8 % Articulated Trucks 0.0 0.5 0.0 0.0 0.5 --0.0 -0.0 0.0 0.4 0.0 -0.3 --0.0 -0.0 0.4 APPENDIX PAGE 77 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ HACKBERRY RD - SAT Site Code: Start Date: 11/06/2021 Page No: 4 Peak Hour Data 11/06/2021 12:00 PM Ending At 11/06/2021 1:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 880 1061 1941 8 9 17 3 5 8 891 1075 1966 11 930 108 12 0 8 1 0 0 5 0 0 11 943 109 12 R T L U 22903226Out960195In32504321TotalHACKBERRY RD [E]R960195T0000L0000U0000967 892 1859 8 9 17 5 3 8 980 904 1884 Out In Total BELT LINE RD [S] U L T R 0 1 773 118 0 0 7 2 0 0 3 0 0 1 783 120HACKBERRY RD [W]Total490049In370037Out1200120000U0000L0000T370037RTurning Movement Peak Hour Data Plot (12:00 PM) APPENDIX PAGE 78 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR Site Code: Start Date: 11/04/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD IH 635 WBFR BELT LINE RD Eastbound St. Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:00 AM 0 194 23 0 217 85 16 87 0 188 32 264 0 0 296 0 0 0 0 0 701 7:15 AM 0 197 16 0 213 163 24 101 0 288 43 244 0 0 287 0 0 0 0 0 788 7:30 AM 0 284 26 0 310 164 33 104 0 301 45 323 0 0 368 0 0 0 0 0 979 7:45 AM 0 303 27 0 330 196 28 110 0 334 37 349 0 0 386 0 0 0 0 0 1050 Hourly Total 0 978 92 0 1070 608 101 402 0 1111 157 1180 0 0 1337 0 0 0 0 0 3518 8:00 AM 0 246 26 0 272 148 15 115 0 278 32 259 0 0 291 0 0 0 0 0 841 8:15 AM 0 256 26 0 282 103 12 105 0 220 38 355 0 0 393 0 0 0 0 0 895 8:30 AM 0 258 22 0 280 135 24 101 0 260 37 307 0 0 344 0 0 0 0 0 884 8:45 AM 0 242 27 0 269 138 19 97 0 254 41 258 0 0 299 0 0 0 0 0 822 Hourly Total 0 1002 101 0 1103 524 70 418 0 1012 148 1179 0 0 1327 0 0 0 0 0 3442 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 *** BREAK ***--------------------- Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 340 34 0 374 143 24 95 0 262 45 233 0 1 279 0 0 0 0 0 915 4:15 PM 0 246 27 0 273 130 29 73 0 232 40 201 0 0 241 0 0 0 0 0 746 4:30 PM 0 326 39 0 365 123 26 88 0 237 40 214 0 0 254 0 0 0 0 0 856 4:45 PM 0 347 28 0 375 148 31 81 0 260 38 250 0 0 288 0 0 0 0 0 923 Hourly Total 0 1259 128 0 1387 544 110 337 0 991 163 898 0 1 1062 0 0 0 0 0 3440 5:00 PM 0 331 43 0 374 155 48 78 0 281 69 237 0 0 306 0 0 0 0 0 961 5:15 PM 0 349 40 0 389 157 20 92 0 269 42 251 0 0 293 0 0 0 0 0 951 5:30 PM 0 316 25 0 341 161 25 86 0 272 44 231 0 0 275 0 0 0 0 0 888 5:45 PM 0 281 31 0 312 162 18 79 0 259 63 266 0 0 329 0 0 0 0 0 900 Hourly Total 0 1277 139 0 1416 635 111 335 0 1081 218 985 0 0 1203 0 0 0 0 0 3700 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 4516 460 0 4976 2311 392 1492 0 4195 686 4242 0 1 4929 0 0 0 0 0 14100 Approach %0.0 90.8 9.2 0.0 -55.1 9.3 35.6 0.0 -13.9 86.1 0.0 0.0 -0.0 0.0 0.0 0.0 -- Total %0.0 32.0 3.3 0.0 35.3 16.4 2.8 10.6 0.0 29.8 4.9 30.1 0.0 0.0 35.0 0.0 0.0 0.0 0.0 0.0 - Lights 0 4353 437 0 4790 2257 386 1432 0 4075 642 4101 0 1 4744 0 0 0 0 0 13609 % Lights -96.4 95.0 -96.3 97.7 98.5 96.0 -97.1 93.6 96.7 -100.0 96.2 -----96.5 Mediums 0 106 13 0 119 37 4 46 0 87 19 99 0 0 118 0 0 0 0 0 324 % Mediums -2.3 2.8 -2.4 1.6 1.0 3.1 -2.1 2.8 2.3 -0.0 2.4 -----2.3 Articulated Trucks 0 57 10 0 67 17 2 14 0 33 25 42 0 0 67 0 0 0 0 0 167 % Articulated Trucks -1.3 2.2 -1.3 0.7 0.5 0.9 -0.8 3.6 1.0 -0.0 1.4 -----1.2 APPENDIX PAGE 79 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR Site Code: Start Date: 11/04/2021 Page No: 2 11/04/2021 7:00 AM Ending At 11/04/2021 6:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 5533 4790 10323 145 119 264 56 67 123 5734 4976 10710 437 4353 0 0 13 106 0 0 10 57 0 0 460 4516 0 0 R T L U 0000Out419533874075In419533874075TotalIH 635 WBFR [E]R149214461432T39224386L231117372257U00006611 4744 11355 143 118 261 74 67 141 6828 4929 11757 Out In Total BELT LINE RD [S] U L T R 1 642 4101 0 0 19 99 0 0 25 42 0 1 686 4242 0Eastbound St. [W]Total146536371538In0000Out1465363715380000U0000L0000T0000RTurning Movement Data Plot APPENDIX PAGE 80 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR Site Code: Start Date: 11/04/2021 Page No: 3 Turning Movement Peak Hour Data (7:30 AM) Start Time BELT LINE RD IH 635 WBFR BELT LINE RD Eastbound St. Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:30 AM 0 284 26 0 310 164 33 104 0 301 45 323 0 0 368 0 0 0 0 0 979 7:45 AM 0 303 27 0 330 196 28 110 0 334 37 349 0 0 386 0 0 0 0 0 1050 8:00 AM 0 246 26 0 272 148 15 115 0 278 32 259 0 0 291 0 0 0 0 0 841 8:15 AM 0 256 26 0 282 103 12 105 0 220 38 355 0 0 393 0 0 0 0 0 895 Total 0 1089 105 0 1194 611 88 434 0 1133 152 1286 0 0 1438 0 0 0 0 0 3765 Approach %0.0 91.2 8.8 0.0 -53.9 7.8 38.3 0.0 -10.6 89.4 0.0 0.0 -0.0 0.0 0.0 0.0 -- Total %0.0 28.9 2.8 0.0 31.7 16.2 2.3 11.5 0.0 30.1 4.0 34.2 0.0 0.0 38.2 0.0 0.0 0.0 0.0 0.0 - PHF 0.000 0.899 0.972 0.000 0.905 0.779 0.667 0.943 0.000 0.848 0.844 0.906 0.000 0.000 0.915 0.000 0.000 0.000 0.000 0.000 0.896 Lights 0 1037 98 0 1135 596 86 412 0 1094 141 1245 0 0 1386 0 0 0 0 0 3615 % Lights -95.2 93.3 -95.1 97.5 97.7 94.9 -96.6 92.8 96.8 --96.4 -----96.0 Mediums 0 37 5 0 42 10 0 15 0 25 7 26 0 0 33 0 0 0 0 0 100 % Mediums -3.4 4.8 -3.5 1.6 0.0 3.5 -2.2 4.6 2.0 --2.3 -----2.7 Articulated Trucks 0 15 2 0 17 5 2 7 0 14 4 15 0 0 19 0 0 0 0 0 50 % Articulated Trucks -1.4 1.9 -1.4 0.8 2.3 1.6 -1.2 2.6 1.2 --1.3 -----1.3 APPENDIX PAGE 81 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR Site Code: Start Date: 11/04/2021 Page No: 4 Peak Hour Data 11/04/2021 7:30 AM Ending At 11/04/2021 8:30 AM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1657 1135 2792 41 42 83 22 17 39 1720 1194 2914 98 1037 0 0 5 37 0 0 2 15 0 0 105 1089 0 0 R T L U 0000Out113314251094In113314251094TotalIH 635 WBFR [E]R434715412T882086L611510596U00001633 1386 3019 47 33 80 20 19 39 1700 1438 3138 Out In Total BELT LINE RD [S] U L T R 0 141 1245 0 0 7 26 0 0 4 15 0 0 152 1286 0Eastbound St. [W]Total325128345In0000Out3251283450000U0000L0000T0000RTurning Movement Peak Hour Data Plot (7:30 AM) APPENDIX PAGE 82 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR Site Code: Start Date: 11/04/2021 Page No: 5 Turning Movement Peak Hour Data (4:45 PM) Start Time BELT LINE RD IH 635 WBFR BELT LINE RD Eastbound St. Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 4:45 PM 0 347 28 0 375 148 31 81 0 260 38 250 0 0 288 0 0 0 0 0 923 5:00 PM 0 331 43 0 374 155 48 78 0 281 69 237 0 0 306 0 0 0 0 0 961 5:15 PM 0 349 40 0 389 157 20 92 0 269 42 251 0 0 293 0 0 0 0 0 951 5:30 PM 0 316 25 0 341 161 25 86 0 272 44 231 0 0 275 0 0 0 0 0 888 Total 0 1343 136 0 1479 621 124 337 0 1082 193 969 0 0 1162 0 0 0 0 0 3723 Approach %0.0 90.8 9.2 0.0 -57.4 11.5 31.1 0.0 -16.6 83.4 0.0 0.0 -0.0 0.0 0.0 0.0 -- Total %0.0 36.1 3.7 0.0 39.7 16.7 3.3 9.1 0.0 29.1 5.2 26.0 0.0 0.0 31.2 0.0 0.0 0.0 0.0 0.0 - PHF 0.000 0.962 0.791 0.000 0.951 0.964 0.646 0.916 0.000 0.963 0.699 0.965 0.000 0.000 0.949 0.000 0.000 0.000 0.000 0.000 0.969 Lights 0 1310 131 0 1441 612 121 330 0 1063 186 945 0 0 1131 0 0 0 0 0 3635 % Lights -97.5 96.3 -97.4 98.6 97.6 97.9 -98.2 96.4 97.5 --97.3 -----97.6 Mediums 0 22 2 0 24 6 3 6 0 15 6 15 0 0 21 0 0 0 0 0 60 % Mediums -1.6 1.5 -1.6 1.0 2.4 1.8 -1.4 3.1 1.5 --1.8 -----1.6 Articulated Trucks 0 11 3 0 14 3 0 1 0 4 1 9 0 0 10 0 0 0 0 0 28 % Articulated Trucks -0.8 2.2 -0.9 0.5 0.0 0.3 -0.4 0.5 0.9 --0.9 -----0.8 APPENDIX PAGE 83 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR Site Code: Start Date: 11/04/2021 Page No: 6 Peak Hour Data 11/04/2021 4:45 PM Ending At 11/04/2021 5:45 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1275 1441 2716 21 24 45 10 14 24 1306 1479 2785 131 1310 0 0 2 22 0 0 3 11 0 0 136 1343 0 0 R T L U 0000Out10824151063In10824151063TotalIH 635 WBFR [E]R33716330T12403121L62136612U00001922 1131 3053 28 21 49 14 10 24 1964 1162 3126 Out In Total BELT LINE RD [S] U L T R 0 186 945 0 0 6 15 0 0 1 9 0 0 193 969 0Eastbound St. [W]Total438114453In0000Out4381144530000U0000L0000T0000RTurning Movement Peak Hour Data Plot (4:45 PM) APPENDIX PAGE 84 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD IH 635 WBFR BELT LINE RD Eastbound St. Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 0 220 25 1 246 123 14 75 0 212 32 133 0 3 168 0 0 0 0 0 626 12:15 PM 0 197 20 0 217 135 9 79 0 223 33 194 0 2 229 0 0 0 0 0 669 12:30 PM 0 197 27 1 225 163 9 55 0 227 31 147 0 0 178 0 0 0 0 0 630 12:45 PM 0 266 33 1 300 138 14 69 0 221 22 157 0 1 180 0 0 0 0 0 701 Hourly Total 0 880 105 3 988 559 46 278 0 883 118 631 0 6 755 0 0 0 0 0 2626 1:00 PM 0 206 21 0 227 158 13 68 0 239 39 137 0 1 177 0 0 0 0 0 643 1:15 PM 0 213 24 2 239 138 8 57 0 203 41 138 0 2 181 0 0 0 0 0 623 1:30 PM 0 170 22 1 193 162 14 56 0 232 34 141 0 2 177 0 0 0 0 0 602 1:45 PM 0 162 18 2 182 172 13 61 0 246 30 139 0 4 173 0 0 0 0 0 601 Hourly Total 0 751 85 5 841 630 48 242 0 920 144 555 0 9 708 0 0 0 0 0 2469 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 1631 190 8 1829 1189 94 520 0 1803 262 1186 0 15 1463 0 0 0 0 0 5095 Approach %0.0 89.2 10.4 0.4 -65.9 5.2 28.8 0.0 -17.9 81.1 0.0 1.0 -0.0 0.0 0.0 0.0 -- Total %0.0 32.0 3.7 0.2 35.9 23.3 1.8 10.2 0.0 35.4 5.1 23.3 0.0 0.3 28.7 0.0 0.0 0.0 0.0 0.0 - Lights 0 1610 184 8 1802 1180 92 515 0 1787 257 1173 0 15 1445 0 0 0 0 0 5034 % Lights -98.7 96.8 100.0 98.5 99.2 97.9 99.0 -99.1 98.1 98.9 -100.0 98.8 -----98.8 Mediums 0 15 5 0 20 8 2 4 0 14 4 11 0 0 15 0 0 0 0 0 49 % Mediums -0.9 2.6 0.0 1.1 0.7 2.1 0.8 -0.8 1.5 0.9 -0.0 1.0 -----1.0 Articulated Trucks 0 6 1 0 7 1 0 1 0 2 1 2 0 0 3 0 0 0 0 0 12 % Articulated Trucks -0.4 0.5 0.0 0.4 0.1 0.0 0.2 -0.1 0.4 0.2 -0.0 0.2 -----0.2 APPENDIX PAGE 85 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 2 11/06/2021 12:00 PM Ending At 11/06/2021 2:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1696 1802 3498 15 20 35 3 7 10 1714 1829 3543 184 1610 0 8 5 15 0 0 1 6 0 0 190 1631 0 8 R T L U 0000Out18032141787In18032141787TotalIH 635 WBFR [E]R52014515T940292L1189181180U00002805 1445 4250 23 15 38 7 3 10 2835 1463 4298 Out In Total BELT LINE RD [S] U L T R 15 257 1173 0 0 4 11 0 0 1 2 0 15 262 1186 0Eastbound St. [W]Total533112546In0000Out5331125460000U0000L0000T0000RTurning Movement Data Plot APPENDIX PAGE 86 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 3 Turning Movement Peak Hour Data (12:15 PM) Start Time BELT LINE RD IH 635 WBFR BELT LINE RD Eastbound St. Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:15 PM 0 197 20 0 217 135 9 79 0 223 33 194 0 2 229 0 0 0 0 0 669 12:30 PM 0 197 27 1 225 163 9 55 0 227 31 147 0 0 178 0 0 0 0 0 630 12:45 PM 0 266 33 1 300 138 14 69 0 221 22 157 0 1 180 0 0 0 0 0 701 1:00 PM 0 206 21 0 227 158 13 68 0 239 39 137 0 1 177 0 0 0 0 0 643 Total 0 866 101 2 969 594 45 271 0 910 125 635 0 4 764 0 0 0 0 0 2643 Approach %0.0 89.4 10.4 0.2 -65.3 4.9 29.8 0.0 -16.4 83.1 0.0 0.5 -0.0 0.0 0.0 0.0 -- Total %0.0 32.8 3.8 0.1 36.7 22.5 1.7 10.3 0.0 34.4 4.7 24.0 0.0 0.2 28.9 0.0 0.0 0.0 0.0 0.0 - PHF 0.000 0.814 0.765 0.500 0.808 0.911 0.804 0.858 0.000 0.952 0.801 0.818 0.000 0.500 0.834 0.000 0.000 0.000 0.000 0.000 0.943 Lights 0 856 99 2 957 591 43 268 0 902 121 625 0 4 750 0 0 0 0 0 2609 % Lights -98.8 98.0 100.0 98.8 99.5 95.6 98.9 -99.1 96.8 98.4 -100.0 98.2 -----98.7 Mediums 0 6 2 0 8 3 2 3 0 8 3 8 0 0 11 0 0 0 0 0 27 % Mediums -0.7 2.0 0.0 0.8 0.5 4.4 1.1 -0.9 2.4 1.3 -0.0 1.4 -----1.0 Articulated Trucks 0 4 0 0 4 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 7 % Articulated Trucks -0.5 0.0 0.0 0.4 0.0 0.0 0.0 -0.0 0.8 0.3 -0.0 0.4 -----0.3 APPENDIX PAGE 87 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 WBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 4 Peak Hour Data 11/06/2021 12:15 PM Ending At 11/06/2021 1:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 895 957 1852 11 8 19 2 4 6 908 969 1877 99 856 0 2 2 6 0 0 0 4 0 0 101 866 0 2 R T L U 0000Out91008902In91008902TotalIH 635 WBFR [E]R27103268T450243L59403591U00001451 750 2201 9 11 20 4 3 7 1464 764 2228 Out In Total BELT LINE RD [S] U L T R 4 121 625 0 0 3 8 0 0 1 2 0 4 125 635 0Eastbound St. [W]Total26371271In0000Out263712710000U0000L0000T0000RTurning Movement Peak Hour Data Plot (12:15 PM) APPENDIX PAGE 88 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR Site Code: Start Date: 11/04/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD Westbound St.BELT LINE RD IH 635 EBFR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:00 AM 88 211 0 0 299 0 0 0 0 0 0 253 64 0 317 47 7 25 0 79 695 7:15 AM 72 326 0 0 398 0 0 0 0 0 0 259 90 0 349 65 18 45 0 128 875 7:30 AM 89 366 0 0 455 0 0 0 0 0 0 299 46 0 345 63 15 51 0 129 929 7:45 AM 111 410 0 0 521 0 0 0 0 0 0 302 58 0 360 98 12 45 0 155 1036 Hourly Total 360 1313 0 0 1673 0 0 0 0 0 0 1113 258 0 1371 273 52 166 0 491 3535 8:00 AM 105 296 0 0 401 0 0 0 0 0 0 204 37 0 241 92 21 36 0 149 791 8:15 AM 107 263 0 1 371 0 0 0 0 0 0 274 47 2 323 84 13 35 0 132 826 8:30 AM 101 281 0 0 382 0 0 0 0 0 0 269 42 0 311 78 12 36 0 126 819 8:45 AM 110 279 0 1 390 0 0 0 0 0 0 238 53 0 291 49 13 34 0 96 777 Hourly Total 423 1119 0 2 1544 0 0 0 0 0 0 985 179 2 1166 303 59 141 0 503 3213 *** BREAK ***--------------------- 4:00 PM 160 321 0 0 481 0 0 0 0 0 0 263 148 1 412 19 8 43 0 70 963 4:15 PM 157 236 0 1 394 0 0 0 0 0 0 230 132 0 362 26 15 25 0 66 822 4:30 PM 155 303 0 0 458 0 0 0 0 0 0 234 134 0 368 29 12 46 0 87 913 4:45 PM 156 346 0 1 503 0 0 0 0 0 0 288 137 0 425 27 6 34 0 67 995 Hourly Total 628 1206 0 2 1836 0 0 0 0 0 0 1015 551 1 1567 101 41 148 0 290 3693 5:00 PM 179 345 0 0 524 0 0 0 0 0 0 283 143 1 427 29 13 48 0 90 1041 5:15 PM 170 335 0 0 505 0 0 0 0 0 0 309 143 1 453 21 7 44 0 72 1030 5:30 PM 135 341 0 0 476 0 0 0 0 0 0 304 126 0 430 33 12 48 0 93 999 5:45 PM 158 315 0 0 473 0 0 0 0 0 0 303 110 0 413 41 22 38 0 101 987 Hourly Total 642 1336 0 0 1978 0 0 0 0 0 0 1199 522 2 1723 124 54 178 0 356 4057 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 2053 4974 0 4 7031 0 0 0 0 0 0 4312 1510 5 5827 801 206 633 0 1640 14498 Approach %29.2 70.7 0.0 0.1 -0.0 0.0 0.0 0.0 -0.0 74.0 25.9 0.1 -48.8 12.6 38.6 0.0 -- Total %14.2 34.3 0.0 0.0 48.5 0.0 0.0 0.0 0.0 0.0 0.0 29.7 10.4 0.0 40.2 5.5 1.4 4.4 0.0 11.3 - Lights 1979 4834 0 4 6817 0 0 0 0 0 0 4148 1473 5 5626 780 202 588 0 1570 14013 % Lights 96.4 97.2 -100.0 97.0 ------96.2 97.5 100.0 96.6 97.4 98.1 92.9 -95.7 96.7 Mediums 46 97 0 0 143 0 0 0 0 0 0 112 31 0 143 8 4 24 0 36 322 % Mediums 2.2 2.0 -0.0 2.0 ------2.6 2.1 0.0 2.5 1.0 1.9 3.8 -2.2 2.2 Articulated Trucks 28 43 0 0 71 0 0 0 0 0 0 52 6 0 58 13 0 21 0 34 163 % Articulated Trucks 1.4 0.9 -0.0 1.0 ------1.2 0.4 0.0 1.0 1.6 0.0 3.3 -2.1 1.1 APPENDIX PAGE 89 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR Site Code: Start Date: 11/04/2021 Page No: 2 11/04/2021 7:00 AM Ending At 11/04/2021 6:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 4932 6817 11749 120 143 263 65 71 136 5117 7031 12148 0 4834 1979 4 0 97 46 0 0 43 28 0 0 4974 2053 4 R T L U 376934813654Out0000In376934813654TotalWestbound St. [E]R0000T0000L0000U00005427 5626 11053 121 143 264 64 58 122 5612 5827 11439 Out In Total BELT LINE RD [S] U L T R 5 0 4148 1473 0 0 112 31 0 0 52 6 5 0 4312 1510IH 635 EBFR [W]Total157036341640In157036341640Out00000000U780813801L20240206T5882421633RTurning Movement Data Plot APPENDIX PAGE 90 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR Site Code: Start Date: 11/04/2021 Page No: 3 Turning Movement Peak Hour Data (7:15 AM) Start Time BELT LINE RD Westbound St.BELT LINE RD IH 635 EBFR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:15 AM 72 326 0 0 398 0 0 0 0 0 0 259 90 0 349 65 18 45 0 128 875 7:30 AM 89 366 0 0 455 0 0 0 0 0 0 299 46 0 345 63 15 51 0 129 929 7:45 AM 111 410 0 0 521 0 0 0 0 0 0 302 58 0 360 98 12 45 0 155 1036 8:00 AM 105 296 0 0 401 0 0 0 0 0 0 204 37 0 241 92 21 36 0 149 791 Total 377 1398 0 0 1775 0 0 0 0 0 0 1064 231 0 1295 318 66 177 0 561 3631 Approach %21.2 78.8 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 82.2 17.8 0.0 -56.7 11.8 31.6 0.0 -- Total %10.4 38.5 0.0 0.0 48.9 0.0 0.0 0.0 0.0 0.0 0.0 29.3 6.4 0.0 35.7 8.8 1.8 4.9 0.0 15.5 - PHF 0.849 0.852 0.000 0.000 0.852 0.000 0.000 0.000 0.000 0.000 0.000 0.881 0.642 0.000 0.899 0.811 0.786 0.868 0.000 0.905 0.876 Lights 356 1349 0 0 1705 0 0 0 0 0 0 1014 223 0 1237 312 65 164 0 541 3483 % Lights 94.4 96.5 --96.1 ------95.3 96.5 -95.5 98.1 98.5 92.7 -96.4 95.9 Mediums 13 35 0 0 48 0 0 0 0 0 0 36 7 0 43 2 1 8 0 11 102 % Mediums 3.4 2.5 --2.7 ------3.4 3.0 -3.3 0.6 1.5 4.5 -2.0 2.8 Articulated Trucks 8 14 0 0 22 0 0 0 0 0 0 14 1 0 15 4 0 5 0 9 46 % Articulated Trucks 2.1 1.0 --1.2 ------1.3 0.4 -1.2 1.3 0.0 2.8 -1.6 1.3 APPENDIX PAGE 91 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR Site Code: Start Date: 11/04/2021 Page No: 4 Peak Hour Data 11/04/2021 7:15 AM Ending At 11/04/2021 8:15 AM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1326 1705 3031 38 48 86 18 22 40 1382 1775 3157 0 1349 356 0 0 35 13 0 0 14 8 0 0 1398 377 0 R T L U 674921644Out0000In674921644TotalWestbound St. [E]R0000T0000L0000U00001513 1237 2750 43 43 86 19 15 34 1575 1295 2870 Out In Total BELT LINE RD [S] U L T R 0 0 1014 223 0 0 36 7 0 0 14 1 0 0 1064 231IH 635 EBFR [W]Total541119561In541119561Out00000000U31224318L651066T16485177RTurning Movement Peak Hour Data Plot (7:15 AM) APPENDIX PAGE 92 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR Site Code: Start Date: 11/04/2021 Page No: 5 Turning Movement Peak Hour Data (4:45 PM) Start Time BELT LINE RD Westbound St.BELT LINE RD IH 635 EBFR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 4:45 PM 156 346 0 1 503 0 0 0 0 0 0 288 137 0 425 27 6 34 0 67 995 5:00 PM 179 345 0 0 524 0 0 0 0 0 0 283 143 1 427 29 13 48 0 90 1041 5:15 PM 170 335 0 0 505 0 0 0 0 0 0 309 143 1 453 21 7 44 0 72 1030 5:30 PM 135 341 0 0 476 0 0 0 0 0 0 304 126 0 430 33 12 48 0 93 999 Total 640 1367 0 1 2008 0 0 0 0 0 0 1184 549 2 1735 110 38 174 0 322 4065 Approach %31.9 68.1 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 68.2 31.6 0.1 -34.2 11.8 54.0 0.0 -- Total %15.7 33.6 0.0 0.0 49.4 0.0 0.0 0.0 0.0 0.0 0.0 29.1 13.5 0.0 42.7 2.7 0.9 4.3 0.0 7.9 - PHF 0.894 0.988 0.000 0.250 0.958 0.000 0.000 0.000 0.000 0.000 0.000 0.958 0.960 0.500 0.958 0.833 0.731 0.906 0.000 0.866 0.976 Lights 627 1340 0 1 1968 0 0 0 0 0 0 1156 546 2 1704 107 38 162 0 307 3979 % Lights 98.0 98.0 -100.0 98.0 ------97.6 99.5 100.0 98.2 97.3 100.0 93.1 -95.3 97.9 Mediums 8 20 0 0 28 0 0 0 0 0 0 20 2 0 22 1 0 7 0 8 58 % Mediums 1.3 1.5 -0.0 1.4 ------1.7 0.4 0.0 1.3 0.9 0.0 4.0 -2.5 1.4 Articulated Trucks 5 7 0 0 12 0 0 0 0 0 0 8 1 0 9 2 0 5 0 7 28 % Articulated Trucks 0.8 0.5 -0.0 0.6 ------0.7 0.2 0.0 0.5 1.8 0.0 2.9 -2.2 0.7 APPENDIX PAGE 93 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR Site Code: Start Date: 11/04/2021 Page No: 6 Peak Hour Data 11/04/2021 4:45 PM Ending At 11/04/2021 5:45 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1264 1968 3232 21 28 49 10 12 22 1295 2008 3303 0 1340 627 1 0 20 8 0 0 7 5 0 0 1367 640 1 R T L U 12276101211Out0000In12276101211TotalWestbound St. [E]R0000T0000L0000U00001504 1704 3208 27 22 49 12 9 21 1543 1735 3278 Out In Total BELT LINE RD [S] U L T R 2 0 1156 546 0 0 20 2 0 0 8 1 2 0 1184 549IH 635 EBFR [W]Total30787322In30787322Out00000000U10712110L380038T16275174RTurning Movement Peak Hour Data Plot (4:45 PM) APPENDIX PAGE 94 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 1 Turning Movement Data Start Time BELT LINE RD Westbound St.BELT LINE RD IH 635 EBFR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 155 183 0 1 339 0 0 0 0 0 0 153 89 0 242 19 18 20 0 57 638 12:15 PM 134 208 0 0 342 0 0 0 0 0 0 209 109 0 318 25 13 33 0 71 731 12:30 PM 151 200 0 0 351 0 0 0 0 0 0 153 83 1 237 21 14 16 0 51 639 12:45 PM 127 290 0 0 417 0 0 0 0 0 0 169 87 0 256 21 14 33 0 68 741 Hourly Total 567 881 0 1 1449 0 0 0 0 0 0 684 368 1 1053 86 59 102 0 247 2749 1:00 PM 137 226 0 0 363 0 0 0 0 0 0 173 92 0 265 12 17 27 0 56 684 1:15 PM 141 209 0 2 352 0 0 0 0 0 0 171 85 2 258 21 13 26 0 60 670 1:30 PM 134 197 0 0 331 0 0 0 0 0 0 155 93 0 248 34 6 30 0 70 649 1:45 PM 127 215 0 1 343 0 0 0 0 0 0 161 90 0 251 17 11 23 0 51 645 Hourly Total 539 847 0 3 1389 0 0 0 0 0 0 660 360 2 1022 84 47 106 0 237 2648 Grand Total 1106 1728 0 4 2838 0 0 0 0 0 0 1344 728 3 2075 170 106 208 0 484 5397 Approach %39.0 60.9 0.0 0.1 -0.0 0.0 0.0 0.0 -0.0 64.8 35.1 0.1 -35.1 21.9 43.0 0.0 -- Total %20.5 32.0 0.0 0.1 52.6 0.0 0.0 0.0 0.0 0.0 0.0 24.9 13.5 0.1 38.4 3.1 2.0 3.9 0.0 9.0 - Lights 1100 1703 0 4 2807 0 0 0 0 0 0 1327 717 3 2047 168 101 199 0 468 5322 % Lights 99.5 98.6 -100.0 98.9 ------98.7 98.5 100.0 98.7 98.8 95.3 95.7 -96.7 98.6 Mediums 6 17 0 0 23 0 0 0 0 0 0 13 8 0 21 2 2 7 0 11 55 % Mediums 0.5 1.0 -0.0 0.8 ------1.0 1.1 0.0 1.0 1.2 1.9 3.4 -2.3 1.0 Articulated Trucks 0 8 0 0 8 0 0 0 0 0 0 4 3 0 7 0 3 2 0 5 20 % Articulated Trucks 0.0 0.5 -0.0 0.3 ------0.3 0.4 0.0 0.3 0.0 2.8 1.0 -1.0 0.4 APPENDIX PAGE 95 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 2 11/06/2021 12:00 PM Ending At 11/06/2021 2:00 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 1499 2807 4306 15 23 38 4 8 12 1518 2838 4356 0 1703 1100 4 0 17 6 0 0 8 0 0 0 1728 1106 4 R T L U 19406161918Out0000In19406161918TotalWestbound St. [E]R0000T0000L0000U00001905 2047 3952 24 21 45 10 7 17 1939 2075 4014 Out In Total BELT LINE RD [S] U L T R 3 0 1327 717 0 0 13 8 0 0 4 3 3 0 1344 728IH 635 EBFR [W]Total468115484In468115484Out00000000U16820170L10123106T19972208RTurning Movement Data Plot APPENDIX PAGE 96 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 3 Turning Movement Peak Hour Data (12:15 PM) Start Time BELT LINE RD Westbound St.BELT LINE RD IH 635 EBFR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:15 PM 134 208 0 0 342 0 0 0 0 0 0 209 109 0 318 25 13 33 0 71 731 12:30 PM 151 200 0 0 351 0 0 0 0 0 0 153 83 1 237 21 14 16 0 51 639 12:45 PM 127 290 0 0 417 0 0 0 0 0 0 169 87 0 256 21 14 33 0 68 741 1:00 PM 137 226 0 0 363 0 0 0 0 0 0 173 92 0 265 12 17 27 0 56 684 Total 549 924 0 0 1473 0 0 0 0 0 0 704 371 1 1076 79 58 109 0 246 2795 Approach %37.3 62.7 0.0 0.0 -0.0 0.0 0.0 0.0 -0.0 65.4 34.5 0.1 -32.1 23.6 44.3 0.0 -- Total %19.6 33.1 0.0 0.0 52.7 0.0 0.0 0.0 0.0 0.0 0.0 25.2 13.3 0.0 38.5 2.8 2.1 3.9 0.0 8.8 - PHF 0.909 0.797 0.000 0.000 0.883 0.000 0.000 0.000 0.000 0.000 0.000 0.842 0.851 0.250 0.846 0.790 0.853 0.826 0.000 0.866 0.943 Lights 549 912 0 0 1461 0 0 0 0 0 0 692 369 1 1062 77 54 106 0 237 2760 % Lights 100.0 98.7 --99.2 ------98.3 99.5 100.0 98.7 97.5 93.1 97.2 -96.3 98.7 Mediums 0 8 0 0 8 0 0 0 0 0 0 9 2 0 11 2 2 2 0 6 25 % Mediums 0.0 0.9 --0.5 ------1.3 0.5 0.0 1.0 2.5 3.4 1.8 -2.4 0.9 Articulated Trucks 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 0 2 1 0 3 10 % Articulated Trucks 0.0 0.4 --0.3 ------0.4 0.0 0.0 0.3 0.0 3.4 0.9 -1.2 0.4 APPENDIX PAGE 97 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: BELT LINE RD @ IH 635 EBFR - SAT Site Code: Start Date: 11/06/2021 Page No: 4 Peak Hour Data 11/06/2021 12:15 PM Ending At 11/06/2021 1:15 PM Lights Mediums Articulated Trucks BELT LINE RD [N] Out In Total 769 1461 2230 11 8 19 3 4 7 783 1473 2256 0 912 549 0 0 8 0 0 0 4 0 0 0 924 549 0 R T L U 97824972Out0000In97824972TotalWestbound St. [E]R0000T0000L0000U00001019 1062 2081 10 11 21 5 3 8 1034 1076 2110 Out In Total BELT LINE RD [S] U L T R 1 0 692 369 0 0 9 2 0 0 3 0 1 0 704 371IH 635 EBFR [W]Total23763246In23763246Out00000000U772079L542258T10621109RTurning Movement Peak Hour Data Plot (12:15 PM) APPENDIX PAGE 98 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 1 Turning Movement Data Start Time QT DRIVEWAY DIVIDEND DR Northbound St.DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:00 AM 1 0 4 0 5 0 2 3 0 5 0 0 0 0 0 20 10 0 0 30 40 7:15 AM 5 0 6 0 11 0 3 0 0 3 0 0 0 0 0 27 7 0 0 34 48 7:30 AM 5 0 2 0 7 0 1 0 0 1 0 0 0 0 0 23 9 0 0 32 40 7:45 AM 6 0 4 0 10 0 4 2 0 6 0 0 0 0 0 29 18 0 1 48 64 Hourly Total 17 0 16 0 33 0 10 5 0 15 0 0 0 0 0 99 44 0 1 144 192 8:00 AM 6 0 6 0 12 0 3 2 0 5 0 0 0 0 0 26 23 0 0 49 66 8:15 AM 3 0 4 0 7 0 4 1 0 5 0 0 0 0 0 20 21 0 1 42 54 8:30 AM 6 0 4 0 10 0 4 4 0 8 0 0 0 0 0 25 13 0 1 39 57 8:45 AM 7 0 7 0 14 0 6 3 0 9 0 0 0 0 0 21 11 0 0 32 55 Hourly Total 22 0 21 0 43 0 17 10 0 27 0 0 0 0 0 92 68 0 2 162 232 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 *** BREAK ***--------------------- Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 3 0 10 0 13 0 17 7 0 24 0 0 0 0 0 21 1 0 0 22 59 4:15 PM 5 0 4 0 9 0 19 5 0 24 0 0 0 0 0 23 3 0 1 27 60 4:30 PM 3 0 8 0 11 0 11 3 0 14 0 0 0 0 0 25 2 0 1 28 53 4:45 PM 2 0 4 0 6 0 19 6 0 25 0 0 0 0 0 30 4 0 0 34 65 Hourly Total 13 0 26 0 39 0 66 21 0 87 0 0 0 0 0 99 10 0 2 111 237 5:00 PM 6 0 7 0 13 0 26 7 0 33 0 0 0 0 0 23 1 0 0 24 70 5:15 PM 1 0 9 0 10 0 19 4 0 23 0 0 0 0 0 23 2 0 0 25 58 5:30 PM 3 0 5 0 8 0 13 9 0 22 0 0 0 0 0 16 1 0 0 17 47 5:45 PM 1 0 2 0 3 0 14 1 0 15 0 0 0 0 0 18 3 0 1 22 40 Hourly Total 11 0 23 0 34 0 72 21 0 93 0 0 0 0 0 80 7 0 1 88 215 Grand Total 63 0 86 0 149 0 165 57 0 222 0 0 0 0 0 370 129 0 6 505 876 Approach %42.3 0.0 57.7 0.0 -0.0 74.3 25.7 0.0 -0.0 0.0 0.0 0.0 -73.3 25.5 0.0 1.2 -- Total %7.2 0.0 9.8 0.0 17.0 0.0 18.8 6.5 0.0 25.3 0.0 0.0 0.0 0.0 0.0 42.2 14.7 0.0 0.7 57.6 - Lights 63 0 80 0 143 0 160 56 0 216 0 0 0 0 0 343 127 0 6 476 835 % Lights 100.0 -93.0 -96.0 -97.0 98.2 -97.3 -----92.7 98.4 -100.0 94.3 95.3 Mediums 0 0 6 0 6 0 2 1 0 3 0 0 0 0 0 24 1 0 0 25 34 % Mediums 0.0 -7.0 -4.0 -1.2 1.8 -1.4 -----6.5 0.8 -0.0 5.0 3.9 Articulated Trucks 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3 1 0 0 4 7 % Articulated Trucks 0.0 -0.0 -0.0 -1.8 0.0 -1.4 -----0.8 0.8 -0.0 0.8 0.8 APPENDIX PAGE 99 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 2 11/04/2021 7:00 AM Ending At 11/04/2021 6:00 PM Lights Mediums Articulated Trucks QT DRIVEWAY [N] Out In Total 399 143 542 25 6 31 3 0 3 427 149 576 80 0 63 0 6 0 0 0 0 0 0 0 86 0 63 0 R T L U 19211190Out22233216In41444406TotalDIVIDEND DR [E]R570156T16532160L0000U00000 0 0 0 0 0 0 0 0 0 0 0 Out In Total Northbound St. [S] U L T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0DIVIDEND DR [W]Total722337762In476254505Out246832576006U343243370L12711129T0000RTurning Movement Data Plot APPENDIX PAGE 100 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 3 Turning Movement Peak Hour Data (7:45 AM) Start Time QT DRIVEWAY DIVIDEND DR Northbound St.DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 7:45 AM 6 0 4 0 10 0 4 2 0 6 0 0 0 0 0 29 18 0 1 48 64 8:00 AM 6 0 6 0 12 0 3 2 0 5 0 0 0 0 0 26 23 0 0 49 66 8:15 AM 3 0 4 0 7 0 4 1 0 5 0 0 0 0 0 20 21 0 1 42 54 8:30 AM 6 0 4 0 10 0 4 4 0 8 0 0 0 0 0 25 13 0 1 39 57 Total 21 0 18 0 39 0 15 9 0 24 0 0 0 0 0 100 75 0 3 178 241 Approach %53.8 0.0 46.2 0.0 -0.0 62.5 37.5 0.0 -0.0 0.0 0.0 0.0 -56.2 42.1 0.0 1.7 -- Total %8.7 0.0 7.5 0.0 16.2 0.0 6.2 3.7 0.0 10.0 0.0 0.0 0.0 0.0 0.0 41.5 31.1 0.0 1.2 73.9 - PHF 0.875 0.000 0.750 0.000 0.813 0.000 0.938 0.563 0.000 0.750 0.000 0.000 0.000 0.000 0.000 0.862 0.815 0.000 0.750 0.908 0.913 Lights 21 0 16 0 37 0 14 8 0 22 0 0 0 0 0 85 73 0 3 161 220 % Lights 100.0 -88.9 -94.9 -93.3 88.9 -91.7 -----85.0 97.3 -100.0 90.4 91.3 Mediums 0 0 2 0 2 0 0 1 0 1 0 0 0 0 0 14 1 0 0 15 18 % Mediums 0.0 -11.1 -5.1 -0.0 11.1 -4.2 -----14.0 1.3 -0.0 8.4 7.5 Articulated Trucks 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1 0 0 2 3 % Articulated Trucks 0.0 -0.0 -0.0 -6.7 0.0 -4.2 -----1.0 1.3 -0.0 1.1 1.2 APPENDIX PAGE 101 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 4 Peak Hour Data 11/04/2021 7:45 AM Ending At 11/04/2021 8:45 AM Lights Mediums Articulated Trucks QT DRIVEWAY [N] Out In Total 93 37 130 15 2 17 1 0 1 109 39 148 16 0 21 0 2 0 0 0 0 0 0 0 18 0 21 0 R T L U 961194Out241122In12022116TotalDIVIDEND DR [E]R9018T151014L0000U00000 0 0 0 0 0 0 0 0 0 0 0 Out In Total Northbound St. [S] U L T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0DIVIDEND DR [W]Total194173214In161152178Out3321363003U85141100L731175T0000RTurning Movement Peak Hour Data Plot (7:45 AM) APPENDIX PAGE 102 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 5 Turning Movement Peak Hour Data (4:15 PM) Start Time QT DRIVEWAY DIVIDEND DR Northbound St.DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 4:15 PM 5 0 4 0 9 0 19 5 0 24 0 0 0 0 0 23 3 0 1 27 60 4:30 PM 3 0 8 0 11 0 11 3 0 14 0 0 0 0 0 25 2 0 1 28 53 4:45 PM 2 0 4 0 6 0 19 6 0 25 0 0 0 0 0 30 4 0 0 34 65 5:00 PM 6 0 7 0 13 0 26 7 0 33 0 0 0 0 0 23 1 0 0 24 70 Total 16 0 23 0 39 0 75 21 0 96 0 0 0 0 0 101 10 0 2 113 248 Approach %41.0 0.0 59.0 0.0 -0.0 78.1 21.9 0.0 -0.0 0.0 0.0 0.0 -89.4 8.8 0.0 1.8 -- Total %6.5 0.0 9.3 0.0 15.7 0.0 30.2 8.5 0.0 38.7 0.0 0.0 0.0 0.0 0.0 40.7 4.0 0.0 0.8 45.6 - PHF 0.667 0.000 0.719 0.000 0.750 0.000 0.721 0.750 0.000 0.727 0.000 0.000 0.000 0.000 0.000 0.842 0.625 0.000 0.500 0.831 0.886 Lights 16 0 21 0 37 0 75 21 0 96 0 0 0 0 0 97 10 0 2 109 242 % Lights 100.0 -91.3 -94.9 -100.0 100.0 -100.0 -----96.0 100.0 -100.0 96.5 97.6 Mediums 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 6 % Mediums 0.0 -8.7 -5.1 -0.0 0.0 -0.0 -----4.0 0.0 -0.0 3.5 2.4 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0.0 -0.0 -0.0 -0.0 0.0 -0.0 -----0.0 0.0 -0.0 0.0 0.0 APPENDIX PAGE 103 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY Site Code: Start Date: 11/04/2021 Page No: 6 Peak Hour Data 11/04/2021 4:15 PM Ending At 11/04/2021 5:15 PM Lights Mediums Articulated Trucks QT DRIVEWAY [N] Out In Total 118 37 155 4 2 6 0 0 0 122 39 161 21 0 16 0 2 0 0 0 0 0 0 0 23 0 16 0 R T L U 260026Out960096In12200122TotalDIVIDEND DR [E]R210021T750075L0000U00000 0 0 0 0 0 0 0 0 0 0 0 Out In Total Northbound St. [S] U L T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0DIVIDEND DR [W]Total20760213In10940113Out98201002002U9740101L100010T0000RTurning Movement Peak Hour Data Plot (4:15 PM) APPENDIX PAGE 104 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 1 Turning Movement Data Start Time QT DRIVEWAY DIVIDEND DR Northbound St.DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:00 PM 1 0 0 0 1 0 2 5 0 7 0 0 0 0 0 11 3 0 0 14 22 12:15 PM 3 0 0 0 3 0 3 5 0 8 0 0 0 0 0 12 3 0 1 16 27 12:30 PM 2 0 1 0 3 0 2 0 0 2 0 0 0 0 0 13 3 0 1 17 22 12:45 PM 0 0 3 0 3 0 1 0 0 1 0 0 0 0 0 13 5 0 1 19 23 Hourly Total 6 0 4 0 10 0 8 10 0 18 0 0 0 0 0 49 14 0 3 66 94 1:00 PM 1 0 3 0 4 0 0 2 0 2 0 0 0 0 0 19 3 0 0 22 28 1:15 PM 0 0 3 0 3 0 3 2 0 5 0 0 0 0 0 12 2 0 1 15 23 1:30 PM 2 0 3 0 5 0 2 5 0 7 0 0 0 0 0 10 4 0 0 14 26 1:45 PM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 10 3 0 0 13 15 Hourly Total 4 0 9 0 13 0 6 9 0 15 0 0 0 0 0 51 12 0 1 64 92 Grand Total 10 0 13 0 23 0 14 19 0 33 0 0 0 0 0 100 26 0 4 130 186 Approach %43.5 0.0 56.5 0.0 -0.0 42.4 57.6 0.0 -0.0 0.0 0.0 0.0 -76.9 20.0 0.0 3.1 -- Total %5.4 0.0 7.0 0.0 12.4 0.0 7.5 10.2 0.0 17.7 0.0 0.0 0.0 0.0 0.0 53.8 14.0 0.0 2.2 69.9 - Lights 10 0 11 0 21 0 14 19 0 33 0 0 0 0 0 98 26 0 4 128 182 % Lights 100.0 -84.6 -91.3 -100.0 100.0 -100.0 -----98.0 100.0 -100.0 98.5 97.8 Mediums 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 4 % Mediums 0.0 -15.4 -8.7 -0.0 0.0 -0.0 -----2.0 0.0 -0.0 1.5 2.2 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0.0 -0.0 -0.0 -0.0 0.0 -0.0 -----0.0 0.0 -0.0 0.0 0.0 APPENDIX PAGE 105 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 2 11/06/2021 12:00 PM Ending At 11/06/2021 2:00 PM Lights Mediums Articulated Trucks QT DRIVEWAY [N] Out In Total 117 21 138 2 2 4 0 0 0 119 23 142 11 0 10 0 2 0 0 0 0 0 0 0 13 0 10 0 R T L U 360036Out330033In690069TotalDIVIDEND DR [E]R190019T140014L0000U00000 0 0 0 0 0 0 0 0 0 0 0 Out In Total Northbound St. [S] U L T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0DIVIDEND DR [W]Total15740161In12820130Out2920314004U9820100L260026T0000RTurning Movement Data Plot APPENDIX PAGE 106 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 3 Turning Movement Peak Hour Data (12:15 PM) Start Time QT DRIVEWAY DIVIDEND DR Northbound St.DIVIDEND DR Southbound Westbound Northbound Eastbound Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Left Thru Right U-Turn App. Total Int. Total 12:15 PM 3 0 0 0 3 0 3 5 0 8 0 0 0 0 0 12 3 0 1 16 27 12:30 PM 2 0 1 0 3 0 2 0 0 2 0 0 0 0 0 13 3 0 1 17 22 12:45 PM 0 0 3 0 3 0 1 0 0 1 0 0 0 0 0 13 5 0 1 19 23 1:00 PM 1 0 3 0 4 0 0 2 0 2 0 0 0 0 0 19 3 0 0 22 28 Total 6 0 7 0 13 0 6 7 0 13 0 0 0 0 0 57 14 0 3 74 100 Approach %46.2 0.0 53.8 0.0 -0.0 46.2 53.8 0.0 -0.0 0.0 0.0 0.0 -77.0 18.9 0.0 4.1 -- Total %6.0 0.0 7.0 0.0 13.0 0.0 6.0 7.0 0.0 13.0 0.0 0.0 0.0 0.0 0.0 57.0 14.0 0.0 3.0 74.0 - PHF 0.500 0.000 0.583 0.000 0.813 0.000 0.500 0.350 0.000 0.406 0.000 0.000 0.000 0.000 0.000 0.750 0.700 0.000 0.750 0.841 0.893 Lights 6 0 7 0 13 0 6 7 0 13 0 0 0 0 0 55 14 0 3 72 98 % Lights 100.0 -100.0 -100.0 -100.0 100.0 -100.0 -----96.5 100.0 -100.0 97.3 98.0 Mediums 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 2 % Mediums 0.0 -0.0 -0.0 -0.0 0.0 -0.0 -----3.5 0.0 -0.0 2.7 2.0 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0.0 -0.0 -0.0 -0.0 0.0 -0.0 -----0.0 0.0 -0.0 0.0 0.0 APPENDIX PAGE 107 GRAM Traffic NTX Inc. 1120 W. Lovers Lane Arlington, Texas, United States 76013 817.265.8968 Count Name: DIVIDEND DR @ QT DRIVEWAY - SAT Site Code: Start Date: 11/06/2021 Page No: 4 Peak Hour Data 11/06/2021 12:15 PM Ending At 11/06/2021 1:15 PM Lights Mediums Articulated Trucks QT DRIVEWAY [N] Out In Total 62 13 75 2 0 2 0 0 0 64 13 77 7 0 6 0 0 0 0 0 0 0 0 0 7 0 6 0 R T L U 200020Out130013In330033TotalDIVIDEND DR [E]R7007T6006L0000U00000 0 0 0 0 0 0 0 0 0 0 0 Out In Total Northbound St. [S] U L T R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0DIVIDEND DR [W]Total882090In722074Out1600163003U552057L140014T0000RTurning Movement Peak Hour Data Plot (12:15 PM) APPENDIX PAGE 108 POINTE WEST DEVELOPMENT SATURDAY PEAK HOUR TRIP GENERATION APPENDIX PAGE 109 APPENDIXPAGE 110 APPENDIXPAGE 111 APPENDIXPAGE 112 APPENDIXPAGE 113 Pointe West - Saturday Trip Generation Saturday Peak Hour IN OUT FF w/ DT 4,800 283 144 139 0.51 0.49 FF w/ DT 0.51 0.49 SC 87,800 803 418 385 0.52 0.48 SC 0.52 0.48 SC 0.52 0.48 SC 0.52 0.48 SC 0.52 0.48 SC 0.52 0.48 Hotel 357 257 144 113 0.56 0.44 Hotel 0.56 0.44 Hotel 0.56 0.44 706 637 EB Left 0.25 177 159 NB Left 0.35 247 223 APPENDIX PAGE 114 SYNCHRO PRINTOUTS APPENDIX PAGE 115 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 43 12 61 74 21 25 61 151 1528 104 20 111 Future Volume (vph) 43 12 61 74 21 25 61 151 1528 104 20 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 45 13 64 77 22 26 64 157 1592 108 21 116 Shared Lane Traffic (%) Lane Group Flow (vph) 45 77 0 77 48 0 0 221 1700 0 0 137 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 2 2 Detector Phase 3 8 7 4 1 1 6 5 5 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 9.4 9.4 Total Split (s) 18.0 41.0 18.0 41.0 31.0 31.0 76.0 25.0 25.0 Total Split (%) 11.3% 25.6% 11.3% 25.6% 19.4% 19.4% 47.5% 15.6% 15.6% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max None None Act Effct Green (s) 17.8 10.0 22.4 13.9 122.7 106.5 108.3 Actuated g/C Ratio 0.11 0.06 0.14 0.09 0.77 0.67 0.68 v/c Ratio 0.27 0.30 0.42 0.16 0.62 0.52 0.58 Control Delay 61.9 24.3 66.5 39.2 19.5 33.5 21.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.9 24.3 66.5 39.2 19.5 33.5 21.8 LOS EC ED BC C Approach Delay 38.1 56.0 31.9 Approach LOS D E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 60 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.62 Intersection Signal Delay: 27.3 Intersection LOS: C Intersection Capacity Utilization 64.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 116 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1304 62 Future Volume (vph) 1304 62 Peak Hour Factor 0.96 0.96 Adj. Flow (vph) 1358 65 Shared Lane Traffic (%) Lane Group Flow (vph) 1423 0 Turn Type NA Protected Phases 2 Permitted Phases Detector Phase 2 Switch Phase Minimum Initial (s) 10.0 Minimum Split (s) 28.8 Total Split (s) 70.0 Total Split (%) 43.8% Yellow Time (s) 4.8 All-Red Time (s) 1.0 Lost Time Adjust (s) 0.0 Total Lost Time (s) 5.8 Lead/Lag Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) 98.3 Actuated g/C Ratio 0.61 v/c Ratio 0.47 Control Delay 18.3 Queue Delay 0.0 Total Delay 18.3 LOS B Approach Delay 18.6 Approach LOS B Intersection Summary APPENDIX PAGE 117 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 3 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 83 0 1816 1539 91 Future Vol, veh/h 0 83 0 1816 1539 91 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 0 89 0 1953 1655 98 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 877 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *573 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *573 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 573 - - HCM Lane V/C Ratio - 0.156 - - HCM Control Delay (s) - 12.4 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 118 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 4 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 30 0 0 121 0 1751 536 13 87 1438 16 Future Vol, veh/h 0 0 30 0 0 121 0 1751 536 13 87 1438 16 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 ----150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 32 0 0 127 0 1843 564 14 92 1514 17 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 766 - - 1204 - 0 0 1757 2407 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *590 0 0 *525 0 - - *887 267 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *590 - - *525 - - - *290 290 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11.4 14 0 1.6 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 590 525 290 - - HCM Lane V/C Ratio - - 0.054 0.243 0.363 - - HCM Control Delay (s) - - 11.4 14 24.3 - - HCM Lane LOS - - B B C - - HCM 95th %tile Q(veh) - - 0.2 0.9 1.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 119 Timings 4: Belt Line & IH 635 WBFR Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 794 114 564 198 1672 0 0 1416 137 Future Volume (vph) 0 0 0 794 114 564 198 1672 0 0 1416 137 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 0 882 127 627 220 1858 0 0 1573 152 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 441 568 627 220 1858 0 0 1725 0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 Detector Phase 24 24 24 21 2321 22 23 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 Total Split (s) 48.0 48.0 48.0 82.0 Total Split (%) 30.0% 30.0% 30.0% 51.3% Yellow Time (s) 5.0 5.0 5.0 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 Lead/Lag Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max Act Effct Green (s) 41.1 41.1 41.1 94.4 103.2 75.8 Actuated g/C Ratio 0.26 0.26 0.26 0.59 0.64 0.47 v/c Ratio 1.07 1.02dl 1.15 0.77 0.57 0.72 Control Delay 118.4 58.3 124.3 63.3 11.5 30.9 Queue Delay 0.0 0.0 0.0 0.0 10.7 0.0 Total Delay 118.4 58.3 124.3 63.3 22.2 30.9 LOS FEFEC C Approach Delay 99.8 26.5 30.9 Approach LOS F C C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay: 49.9 Intersection LOS: D Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 120 Timings 4: Belt Line & IH 635 WBFR Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 6 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 42.0 55.0 16.0 47.0 Total Split (%) 9% 9% 26% 34% 10% 29% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 121 Timings 5: Belt Line & IH 635 EBFR Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 413 86 230 00001383 300 490 1817 0 Future Volume (vph) 413 86 230 00001383 300 490 1817 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 469 98 261 00001572 341 557 2065 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 422 406 000001572 341 557 2065 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 47.0 47.0 55.0 55.0 Total Split (%) 29.4% 29.4% 34.4% 34.4% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 40.2 40.2 48.6 48.6 88.4 104.8 Actuated g/C Ratio 0.25 0.25 0.30 0.30 0.55 0.66 v/c Ratio 1.00 0.99 1.02 0.52 0.57 0.62 Control Delay 102.5 98.5 81.7 15.9 20.0 7.1 Queue Delay 0.0 0.0 12.5 0.0 0.0 0.3 Total Delay 102.5 98.5 94.2 15.9 20.0 7.3 LOS F F F B B A Approach Delay 100.5 80.3 10.0 Approach LOS F F B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay: 49.1 Intersection LOS: D Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 122 Timings 5: Belt Line & IH 635 EBFR Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 8 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 82.0 15.0 48.0 42.0 16.0 Total Split (%) 9% 51% 9% 30% 26% 10% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 123 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy Existing 2021 AM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 AM.syn Page 9 Intersection Int Delay, s/veh 4.9 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 130 98 20 12 27 23 Future Vol, veh/h 4 130 98 20 12 27 23 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 91 Heavy Vehicles, % 2 222222 Mvmt Flow 4 143 108 22 13 30 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 35 35 0 - 0 377 18 Stage 1 -----29- Stage 2 -----348- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1358 1575 - - - 639 1056 Stage 1 -----990- Stage 2 -----721- Platoon blocked, % - - - 1 Mov Cap-1 Maneuver 1566 1566 - - - 579 1056 Mov Cap-2 Maneuver -----579- Stage 1 -----897- Stage 2 -----721- Approach EB WB SB HCM Control Delay, s 4.4 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1566 - - - 731 HCM Lane V/C Ratio 0.094 - - - 0.075 HCM Control Delay (s) 7.5 - - - 10.3 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.2 APPENDIX PAGE 124 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 98 5 140 133 27 38 53 65 1620 42 25 61 Future Volume (vph) 98 5 140 133 27 38 53 65 1620 42 25 61 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 109 6 156 148 30 42 59 72 1800 47 28 68 Shared Lane Traffic (%) Lane Group Flow (vph) 109 162 0 148 72 0 0 131 1847 0 0 96 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 2 2 Detector Phase 3 8 7 4 1 1 6 5 5 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 9.4 9.4 Total Split (s) 22.0 37.0 22.0 37.0 26.0 26.0 75.0 26.0 26.0 Total Split (%) 13.8% 23.1% 13.8% 23.1% 16.3% 16.3% 46.9% 16.3% 16.3% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max None None Act Effct Green (s) 22.6 10.0 26.1 11.7 115.1 104.7 108.5 Actuated g/C Ratio 0.14 0.06 0.16 0.07 0.72 0.65 0.68 v/c Ratio 0.51 0.48 0.70 0.26 0.52 0.58 0.54 Control Delay 64.8 16.2 76.1 36.1 20.0 9.2 21.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.8 16.2 76.1 36.1 20.0 9.2 21.5 LOS E B E D C A C Approach Delay 35.8 63.0 10.0 Approach LOS D E A Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 25 (16%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 17.5 Intersection LOS: B Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 125 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1385 21 Future Volume (vph) 1385 21 Peak Hour Factor 0.90 0.90 Adj. Flow (vph) 1539 23 Shared Lane Traffic (%) Lane Group Flow (vph) 1562 0 Turn Type NA Protected Phases 2 Permitted Phases Detector Phase 2 Switch Phase Minimum Initial (s) 10.0 Minimum Split (s) 28.8 Total Split (s) 75.0 Total Split (%) 46.9% Yellow Time (s) 4.8 All-Red Time (s) 1.0 Lost Time Adjust (s) 0.0 Total Lost Time (s) 5.8 Lead/Lag Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) 101.4 Actuated g/C Ratio 0.63 v/c Ratio 0.50 Control Delay 17.1 Queue Delay 0.0 Total Delay 17.1 LOS B Approach Delay 17.4 Approach LOS B Intersection Summary APPENDIX PAGE 126 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 3 Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 25 0 1736 1968 18 Future Vol, veh/h 0 25 0 1736 1968 18 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 27 0 1887 2139 20 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1080 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *460 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *460 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 13.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 460 - - HCM Lane V/C Ratio - 0.059 - - HCM Control Delay (s) - 13.3 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 127 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 4 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 20 0 0 129 0 1663 199 4 90 1794 16 Future Vol, veh/h 0 0 20 0 0 129 0 1663 199 4 90 1794 16 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 ----150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 21 0 0 137 0 1769 212 4 96 1909 17 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 963 - - 991 - 0 0 1446 1981 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *508 0 0 *541 0 - - *914 534 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *508 - - *541 - - - *539 539 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 12.4 13.9 0 0.7 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 508 541 539 - - HCM Lane V/C Ratio - - 0.042 0.254 0.186 - - HCM Control Delay (s) - - 12.4 13.9 13.2 - - HCM Lane LOS - - B B B - - HCM 95th %tile Q(veh) - - 0.1 1 0.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 128 Timings 4: Belt Line & IH 635 WBFR Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 807 161 438 251 1260 0 0 1746 177 Future Volume (vph) 0 0 0 807 161 438 251 1260 0 0 1746 177 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 832 166 452 259 1299 0 0 1800 182 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 416 582 452 259 1299 0 0 1982 0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 Detector Phase 24 24 24 21 2321 22 23 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 Total Split (s) 40.0 40.0 40.0 75.0 Total Split (%) 25.0% 25.0% 25.0% 46.9% Yellow Time (s) 5.0 5.0 5.0 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max Act Effct Green (s) 33.1 33.1 33.1 93.6 111.2 68.8 Actuated g/C Ratio 0.21 0.21 0.21 0.58 0.70 0.43 v/c Ratio 1.25 1.20dl 1.03 0.75 0.37 0.92 Control Delay 184.7 74.8 91.4 50.8 2.1 39.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 184.7 74.8 91.4 50.8 2.1 39.8 LOS F E F D A D Approach Delay 111.5 10.2 39.8 Approach LOS F B D Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 51.4 Intersection LOS: D Intersection Capacity Utilization 98.0% ICU Level of Service F Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 129 Timings 4: Belt Line & IH 635 WBFR Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 6 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 30.0 15.0 28.0 77.0 18.0 37.0 Total Split (%) 19% 9% 18% 48% 11% 23% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 130 Timings 5: Belt Line & IH 635 EBFR Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 143 49 226 00001539 714 832 1777 0 Future Volume (vph) 143 49 226 00001539 714 832 1777 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 146 50 231 00001570 729 849 1813 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 131 296 000001570 729 849 1813 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 37.0 37.0 77.0 77.0 Total Split (%) 23.1% 23.1% 48.1% 48.1% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 29.1 29.1 70.6 70.6 99.5 115.9 Actuated g/C Ratio 0.18 0.18 0.44 0.44 0.62 0.72 v/c Ratio 0.43 0.95 0.70 0.78 1.10 0.49 Control Delay 62.6 94.9 38.2 21.5 81.8 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.4 Total Delay 62.6 94.9 38.2 21.5 81.8 6.7 LOS E F D C F A Approach Delay 85.0 32.9 30.7 Approach LOS F C C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 35.9 Intersection LOS: D Intersection Capacity Utilization 98.0% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 131 Timings 5: Belt Line & IH 635 EBFR Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 8 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 30.0 75.0 15.0 40.0 28.0 18.0 Total Split (%) 19% 47% 9% 25% 18% 11% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 132 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy Existing 2021 PM.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 PM.syn Page 9 Intersection Int Delay, s/veh 4.9 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 131 13 98 27 21 30 Future Vol, veh/h 3 131 13 98 27 21 30 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222 Mvmt Flow 3 147 15 110 30 24 34 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 140 140 0 - 0 433 70 Stage 1 -----125- Stage 2 -----308- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1167 1441 - - - 551 978 Stage 1 -----887- Stage 2 -----719- Platoon blocked, % - - - Mov Cap-1 Maneuver 1432 1432 - - - 493 978 Mov Cap-2 Maneuver -----493- Stage 1 -----794- Stage 2 -----719- Approach EB WB SB HCM Control Delay, s 7.1 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1432 - - - 696 HCM Lane V/C Ratio 0.105 - - - 0.082 HCM Control Delay (s) 7.8 - - - 10.6 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.4 - - - 0.3 APPENDIX PAGE 133 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 38 10 61 55 8 9 78 33 1006 43 7 38 Future Volume (vph) 38 10 61 55 8 9 78 33 1006 43 7 38 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 44 11 70 63 9 10 90 38 1156 49 8 44 Shared Lane Traffic (%) Lane Group Flow (vph) 44 81 0 63 19 0 0 128 1205 0 0 52 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 2 2 Detector Phase 3 8 7 4 1 1 6 5 5 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 9.4 9.4 Total Split (s) 17.0 18.0 17.0 18.0 17.0 17.0 40.0 15.0 15.0 Total Split (%) 18.9% 20.0% 18.9% 20.0% 18.9% 18.9% 44.4% 16.7% 16.7% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max None None Act Effct Green (s) 15.4 10.0 14.0 12.5 59.0 55.5 52.5 Actuated g/C Ratio 0.17 0.11 0.16 0.14 0.66 0.62 0.58 v/c Ratio 0.17 0.20 0.27 0.04 0.47 0.40 0.18 Control Delay 27.4 13.3 31.8 24.6 13.2 12.9 9.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.4 13.3 31.8 24.6 13.2 12.9 9.3 LOS C B C C B B A Approach Delay 18.3 30.2 12.9 Approach LOS B C B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 48 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay: 15.4 Intersection LOS: B Intersection Capacity Utilization 53.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 134 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1160 10 Future Volume (vph) 1160 10 Peak Hour Factor 0.87 0.87 Adj. Flow (vph) 1333 11 Shared Lane Traffic (%) Lane Group Flow (vph) 1344 0 Turn Type NA Protected Phases 2 Permitted Phases Detector Phase 2 Switch Phase Minimum Initial (s) 10.0 Minimum Split (s) 28.8 Total Split (s) 38.0 Total Split (%) 42.2% Yellow Time (s) 4.8 All-Red Time (s) 1.0 Lost Time Adjust (s) 0.0 Total Lost Time (s) 5.8 Lead/Lag Lag Lead-Lag Optimize? Recall Mode C-Max Act Effct Green (s) 48.0 Actuated g/C Ratio 0.53 v/c Ratio 0.51 Control Delay 17.0 Queue Delay 0.0 Total Delay 17.0 LOS B Approach Delay 16.7 Approach LOS B Intersection Summary APPENDIX PAGE 135 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 3 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 101 0 1173 1307 81 Future Vol, veh/h 0 101 0 1173 1307 81 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 110 0 1275 1421 88 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 755 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *623 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *623 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 623 - - HCM Lane V/C Ratio - 0.176 - - HCM Control Delay (s) - 12 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 136 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 4 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 48 0 0 125 0 1018 156 16 142 1226 14 Future Vol, veh/h 0 0 48 0 0 125 0 1018 156 16 142 1226 14 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 ----150-- Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 55 0 0 142 0 1157 177 18 161 1393 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 705 - - 667 - 0 0 974 1334 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *652 0 0 *704 0 - - *1191 593 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *652 - - *704 - - - *618 618 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11 11.4 0 1.5 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 652 704 618 - - HCM Lane V/C Ratio - - 0.084 0.202 0.291 - - HCM Control Delay (s) - - 11 11.4 13.2 - - HCM Lane LOS - - B B B - - HCM 95th %tile Q(veh) - - 0.3 0.8 1.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 137 Timings 4: Belt Line & IH 635 WBFR Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 772 59 352 163 826 0 0 1126 131 Future Volume (vph) 0 0 0 772 59 352 163 826 0 0 1126 131 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 821 63 374 173 879 0 0 1198 139 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 410 474 374 173 879 0 0 1337 0 Turn Type Split NA Perm pm+pt NA NA Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 Detector Phase 24 24 24 21 2321 22 23 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 Total Split (s) 33.0 33.0 33.0 37.0 Total Split (%) 33.0% 33.0% 33.0% 37.0% Yellow Time (s) 5.0 5.0 5.0 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None C-Max Act Effct Green (s) 26.1 26.1 26.1 40.6 58.2 30.8 Actuated g/C Ratio 0.26 0.26 0.26 0.41 0.58 0.31 v/c Ratio 0.98 0.94dl 0.64 0.60 0.30 0.86 Control Delay 76.5 35.0 18.1 28.7 2.2 38.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.5 35.0 18.1 28.7 2.2 38.9 LOS ECBCA D Approach Delay 43.5 6.5 38.9 Approach LOS D A D Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 31.1 Intersection LOS: C Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 138 Timings 4: Belt Line & IH 635 WBFR Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 6 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 15.0 37.0 20.0 28.0 Total Split (%) 15% 15% 15% 37% 20% 28% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 139 Timings 5: Belt Line & IH 635 EBFR Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 103 75 142 00009154827141201 0 Future Volume (vph) 103 75 142 00009154827141201 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 110 80 151 00009735137601278 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 99 242 000009735137601278 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 28.0 28.0 37.0 37.0 Total Split (%) 28.0% 28.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 16.0 16.0 30.6 30.6 52.6 69.0 Actuated g/C Ratio 0.16 0.16 0.31 0.31 0.53 0.69 v/c Ratio 0.37 0.76 0.63 0.66 0.76 0.36 Control Delay 40.3 42.2 31.9 10.0 19.4 3.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.3 42.2 31.9 10.0 19.4 3.6 LOS D D C A B A Approach Delay 41.6 24.4 9.5 Approach LOS D C A Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 18.0 Intersection LOS: B Intersection Capacity Utilization 78.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 140 Timings 5: Belt Line & IH 635 EBFR Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 8 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 37.0 15.0 33.0 15.0 20.0 Total Split (%) 15% 37% 15% 33% 15% 20% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 141 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy Existing 2021 Saturday.syn LEE Engineering, LLC Synchro 11 Report Existing 2021 Saturday.syn Page 9 Intersection Int Delay, s/veh 5.6 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 74 18 8989 Future Vol, veh/h 4 74 18 8989 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222 Mvmt Flow 4 83 20 9 10 9 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 19 19 0 - 0 198 10 Stage 1 -----14- Stage 2 -----184- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1390 1596 - - - 772 1069 Stage 1 -----1007 - Stage 2 -----829- Platoon blocked, % - - - Mov Cap-1 Maneuver 1583 1583 - - - 729 1069 Mov Cap-2 Maneuver -----729- Stage 1 -----951- Stage 2 -----829- Approach EB WB SB HCM Control Delay, s 6 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1583 - - - 877 HCM Lane V/C Ratio 0.055 - - - 0.022 HCM Control Delay (s) 7.4 - - - 9.2 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.2 - - - 0.1 APPENDIX PAGE 142 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2023 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 46 12 65 79 22 26 65 160 1621 110 21 117 Future Volume (vph) 46 12 65 79 22 26 65 160 1621 110 21 117 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 48 13 68 82 23 27 68 167 1689 115 22 122 Shared Lane Traffic (%) Lane Group Flow (vph) 48 81 0 82 50 0 0 235 1689 115 0 144 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 18.0 41.0 18.0 41.0 31.0 31.0 76.0 76.0 25.0 25.0 Total Split (%) 11.3% 25.6% 11.3% 25.6% 19.4% 19.4% 47.5% 47.5% 15.6% 15.6% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 18.1 10.0 22.6 14.0 122.7 105.6 105.6 107.0 Actuated g/C Ratio 0.11 0.06 0.14 0.09 0.77 0.66 0.66 0.67 v/c Ratio 0.29 0.32 0.44 0.16 0.65 0.52 0.11 0.60 Control Delay 62.1 23.7 67.2 39.5 19.1 33.1 12.8 23.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.1 23.7 67.2 39.5 19.1 33.1 12.8 23.3 LOS EC ED BCB C Approach Delay 38.0 56.7 30.3 Approach LOS D E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 60 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 26.8 Intersection LOS: C Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 143 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2023 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1383 66 Future Volume (vph) 1383 66 Peak Hour Factor 0.96 0.96 Adj. Flow (vph) 1441 69 Shared Lane Traffic (%) Lane Group Flow (vph) 1441 69 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 70.0 70.0 Total Split (%) 43.8% 43.8% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 96.4 96.4 Actuated g/C Ratio 0.60 0.60 v/c Ratio 0.49 0.07 Control Delay 19.5 1.4 Queue Delay 0.0 0.0 Total Delay 19.5 1.4 LOS B A Approach Delay 19.1 Approach LOS B Intersection Summary APPENDIX PAGE 144 Timings 4: Belt Line & IH 635 WBFR 2023 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 843 121 599 210 1774 0 0 1502 145 Future Volume (vph) 0 0 0 843 121 599 210 1774 0 0 1502 145 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 0 937 134 666 233 1971 0 0 1669 161 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 468 603 666 233 1971 0 0 1669 161 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 48.0 48.0 48.0 82.0 82.0 Total Split (%) 30.0% 30.0% 30.0% 51.3% 51.3% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 41.1 41.1 41.1 94.4 103.2 75.8 75.8 Actuated g/C Ratio 0.26 0.26 0.26 0.59 0.64 0.47 0.47 v/c Ratio 1.13 1.09dl 1.22 0.77 0.60 0.47 0.19 Control Delay 137.9 59.9 151.5 56.6 12.6 22.9 3.5 Queue Delay 0.0 0.0 0.0 0.0 30.6 0.0 0.0 Total Delay 137.9 59.9 151.5 56.6 43.2 22.9 3.5 LOS FEFED CA Approach Delay 116.0 44.6 21.2 Approach LOS F D C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay: 58.7 Intersection LOS: E Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 145 Timings 4: Belt Line & IH 635 WBFR 2023 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 42.0 55.0 16.0 47.0 Total Split (%) 9% 9% 26% 34% 10% 29% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 146 Timings 5: Belt Line & IH 635 EBFR 2023 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 439 91 244 00001467 319 520 1928 0 Future Volume (vph) 439 91 244 00001467 319 520 1928 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 499 103 277 00001667 363 591 2191 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 449 430 000001667 363 591 2191 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 47.0 47.0 55.0 55.0 Total Split (%) 29.4% 29.4% 34.4% 34.4% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 40.2 40.2 48.6 48.6 88.4 104.8 Actuated g/C Ratio 0.25 0.25 0.30 0.30 0.55 0.66 v/c Ratio 1.06 1.06 1.08 0.56 0.60 0.66 Control Delay 117.3 114.7 99.3 18.1 25.7 8.8 Queue Delay 0.0 0.0 8.8 0.0 0.0 0.0 Total Delay 117.3 114.7 108.1 18.1 25.7 8.9 LOS F F F B C A Approach Delay 116.0 92.0 12.4 Approach LOS F F B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay: 56.8 Intersection LOS: E Intersection Capacity Utilization 84.4% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 147 Timings 5: Belt Line & IH 635 EBFR 2023 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 82.0 15.0 48.0 42.0 16.0 Total Split (%) 9% 51% 9% 30% 26% 10% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 148 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy 2023 build out background AM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - stop control.syn Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 89 88 139 1927 1225 97 Future Vol, veh/h 89 88 139 1927 1225 97 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 96 95 149 2072 1317 104 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2496 711 1421 0 - 0 Stage 1 1369 ----- Stage 2 1127 ----- Critical Hdwy 5.74 7.14 5.34 - - - Critical Hdwy Stg 1 6.64 ----- Critical Hdwy Stg 2 6.04 ----- Follow-up Hdwy 3.82 3.92 3.12 - - - Pot Cap-1 Maneuver *375 *638 741 - - - Stage 1 *655 ----- Stage 2 *489 ----- Platoon blocked, % 1 1 1 - - - Mov Cap-1 Maneuver *300 *638 741 - - - Mov Cap-2 Maneuver *300 ----- Stage 1 *523 ----- Stage 2 *489 ----- Approach EB NB SB HCM Control Delay, s 21.4 0.7 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 741 - 407 - - HCM Lane V/C Ratio 0.202 - 0.468 - - HCM Control Delay (s) 11.1 - 21.4 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.8 - 2.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 149 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd 2023 build out background AM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - stop control.syn Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 32 0 0 128 0 1858 568 14 92 1144 17 Future Vol, veh/h 0 0 32 0 0 128 0 1858 568 14 92 1144 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 34 0 0 135 0 1956 598 15 97 1204 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 611 - - 978 - 0 0 1428 2554 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *654 0 0 *492 0 - - *832 242 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *654 - - *492 - - - *263 263 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 10.8 15.1 0 2.4 HCM LOS B C Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 654 492 263 - - HCM Lane V/C Ratio - - 0.052 0.274 0.424 - - HCM Control Delay (s) - - 10.8 15.1 28.4 - - HCM Lane LOS - - B C D - - HCM 95th %tile Q(veh) - - 0.2 1.1 2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 150 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy 2023 build out background AM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background AM - stop control.syn Page 3 Intersection Int Delay, s/veh 5 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 138 103 21 12 29 25 Future Vol, veh/h 4 138 103 21 12 29 25 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 91 Heavy Vehicles, % 2 222222 Mvmt Flow 4 152 113 23 13 32 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 36 36 0 - 0 399 18 Stage 1 -----30- Stage 2 -----369- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1356 1573 - - - 618 1056 Stage 1 -----989- Stage 2 -----703- Platoon blocked, % - - - 1 Mov Cap-1 Maneuver 1565 1565 - - - 556 1056 Mov Cap-2 Maneuver -----556- Stage 1 -----890- Stage 2 -----703- Approach EB WB SB HCM Control Delay, s 4.4 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1565 - - - 712 HCM Lane V/C Ratio 0.1 - - - 0.083 HCM Control Delay (s) 7.6 - - - 10.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.3 APPENDIX PAGE 151 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2023 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 103 6 149 141 29 40 57 69 1718 44 26 65 Future Volume (vph) 103 6 149 141 29 40 57 69 1718 44 26 65 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 114 7 166 157 32 44 63 77 1909 49 29 72 Shared Lane Traffic (%) Lane Group Flow (vph) 114 173 0 157 76 0 0 140 1909 49 0 101 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 22.0 37.0 22.0 37.0 26.0 26.0 75.0 75.0 26.0 26.0 Total Split (%) 13.8% 23.1% 13.8% 23.1% 16.3% 16.3% 46.9% 46.9% 16.3% 16.3% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 22.9 10.0 26.4 11.7 115.9 103.9 103.9 107.2 Actuated g/C Ratio 0.14 0.06 0.16 0.07 0.72 0.65 0.65 0.67 v/c Ratio 0.52 0.50 0.75 0.27 0.55 0.60 0.05 0.58 Control Delay 65.3 16.3 79.7 36.2 25.0 9.8 0.1 27.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.3 16.3 79.7 36.2 25.0 9.8 0.1 27.0 LOS E B E D C A A C Approach Delay 35.8 65.5 10.6 Approach LOS D E B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 25 (16%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 18.5 Intersection LOS: B Intersection Capacity Utilization 73.5% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 152 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2023 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1469 22 Future Volume (vph) 1469 22 Peak Hour Factor 0.90 0.90 Adj. Flow (vph) 1632 24 Shared Lane Traffic (%) Lane Group Flow (vph) 1632 24 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 75.0 75.0 Total Split (%) 46.9% 46.9% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 99.6 99.6 Actuated g/C Ratio 0.62 0.62 v/c Ratio 0.53 0.02 Control Delay 18.6 0.0 Queue Delay 0.0 0.0 Total Delay 18.6 0.0 LOS B A Approach Delay 18.9 Approach LOS B Intersection Summary APPENDIX PAGE 153 Timings 4: Belt Line & IH 635 WBFR 2023 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 856 171 465 266 1336 0 0 1852 188 Future Volume (vph) 0 0 0 856 171 465 266 1336 0 0 1852 188 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 882 176 479 274 1377 0 0 1909 194 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 441 617 479 274 1377 0 0 1909 194 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 40.0 40.0 40.0 75.0 75.0 Total Split (%) 25.0% 25.0% 25.0% 46.9% 46.9% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 33.1 33.1 33.1 93.6 111.2 68.8 68.8 Actuated g/C Ratio 0.21 0.21 0.21 0.58 0.70 0.43 0.43 v/c Ratio 1.32 1.27dl 1.09 0.79 0.39 0.59 0.25 Control Delay 212.5 80.6 109.1 52.8 2.1 28.8 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay 212.5 80.6 109.1 52.8 2.2 28.8 6.4 LOS FFFDA CA Approach Delay 127.3 10.6 26.8 Approach LOS F B C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.32 Intersection Signal Delay: 50.9 Intersection LOS: D Intersection Capacity Utilization 102.8% ICU Level of Service G Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 154 Timings 4: Belt Line & IH 635 WBFR 2023 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 30.0 15.0 28.0 77.0 18.0 37.0 Total Split (%) 19% 9% 18% 48% 11% 23% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 155 Timings 5: Belt Line & IH 635 EBFR 2023 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 152 52 240 00001633 757 883 1885 0 Future Volume (vph) 152 52 240 00001633 757 883 1885 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 155 53 245 00001666 772 901 1923 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 139 314 000001666 772 901 1923 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 37.0 37.0 77.0 77.0 Total Split (%) 23.1% 23.1% 48.1% 48.1% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 30.2 30.2 70.6 70.6 98.4 114.8 Actuated g/C Ratio 0.19 0.19 0.44 0.44 0.62 0.72 v/c Ratio 0.44 0.99 0.74 0.83 1.24 0.53 Control Delay 62.4 105.6 39.7 26.2 146.8 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay 62.4 105.6 39.7 26.2 146.8 7.1 LOS E F D C F A Approach Delay 92.4 35.4 51.7 Approach LOS F D D Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.32 Intersection Signal Delay: 48.0 Intersection LOS: D Intersection Capacity Utilization 102.8% ICU Level of Service G Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 156 Timings 5: Belt Line & IH 635 EBFR 2023 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 30.0 75.0 15.0 40.0 28.0 18.0 Total Split (%) 19% 47% 9% 25% 18% 11% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 157 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy 2023 build out background PM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - stop control.syn Page 1 Intersection Int Delay, s/veh 18.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 89 26 247 1841 1566 19 Future Vol, veh/h 89 26 247 1841 1566 19 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 97 28 268 2001 1702 21 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3049 862 1723 0 - 0 Stage 1 1713 ----- Stage 2 1336 ----- Critical Hdwy 5.74 7.14 5.34 - - - Critical Hdwy Stg 1 6.64 ----- Critical Hdwy Stg 2 6.04 ----- Follow-up Hdwy 3.82 3.92 3.12 - - - Pot Cap-1 Maneuver *~ 83 *557 *701 - - - Stage 1 *572 ----- Stage 2 *505 ----- Platoon blocked, % 1 1 1 - - - Mov Cap-1 Maneuver *~ 51 *557 *701 - - - Mov Cap-2 Maneuver *~ 51 ----- Stage 1 *353 ----- Stage 2 *505 ----- Approach EB NB SB HCM Control Delay, s$ 584.6 1.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) * 701 - 64 - - HCM Lane V/C Ratio 0.383 - 1.953 - - HCM Control Delay (s) 13.3 -$ 584.6 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 1.8 - 11.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 158 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd 2023 build out background PM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - stop control.syn Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 137 0 1764 211 4 95 1428 17 Future Vol, veh/h 0 0 21 0 0 137 0 1764 211 4 95 1428 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 22 0 0 146 0 1877 224 4 101 1519 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 769 - - 939 - 0 0 1370 2101 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *590 0 0 *508 0 - - *859 533 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *590 - - *508 - - - *536 536 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11.3 14.9 0 0.9 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 590 508 536 - - HCM Lane V/C Ratio - - 0.038 0.287 0.196 - - HCM Control Delay (s) - - 11.3 14.9 13.3 - - HCM Lane LOS - - B B B - - HCM 95th %tile Q(veh) - - 0.1 1.2 0.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 159 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy 2023 build out background PM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background PM - stop control.syn Page 3 Intersection Int Delay, s/veh 4.9 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 139 14 103 29 22 32 Future Vol, veh/h 3 139 14 103 29 22 32 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222 Mvmt Flow 3 156 16 116 33 25 36 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 148 149 0 - 0 459 75 Stage 1 -----133- Stage 2 -----326- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1154 1430 - - - 531 971 Stage 1 -----879- Stage 2 -----704- Platoon blocked, % - - - Mov Cap-1 Maneuver 1422 1422 - - - 471 971 Mov Cap-2 Maneuver -----471- Stage 1 -----780- Stage 2 -----704- Approach EB WB SB HCM Control Delay, s 7.1 0 10.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1422 - - - 678 HCM Lane V/C Ratio 0.112 - - - 0.089 HCM Control Delay (s) 7.9 - - - 10.8 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.4 - - - 0.3 APPENDIX PAGE 160 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2023 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 40 11 65 58 8 10 83 34 1067 46 7 40 Future Volume (vph) 40 11 65 58 8 10 83 34 1067 46 7 40 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 46 13 75 67 9 11 95 39 1226 53 8 46 Shared Lane Traffic (%) Lane Group Flow (vph) 46 88 0 67 20 0 0 134 1226 53 0 54 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 17.0 18.0 17.0 18.0 17.0 17.0 40.0 40.0 15.0 15.0 Total Split (%) 18.9% 20.0% 18.9% 20.0% 18.9% 18.9% 44.4% 44.4% 16.7% 16.7% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 15.5 10.0 14.2 12.6 58.0 53.1 53.1 52.2 Actuated g/C Ratio 0.17 0.11 0.16 0.14 0.64 0.59 0.59 0.58 v/c Ratio 0.18 0.22 0.29 0.04 0.52 0.42 0.05 0.20 Control Delay 27.3 13.3 32.1 24.2 15.9 14.3 0.1 9.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.3 13.3 32.1 24.2 15.9 14.3 0.1 9.7 LOS C B C C B B A A Approach Delay 18.1 30.3 13.9 Approach LOS B C B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 48 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 54.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 161 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2023 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1230 11 Future Volume (vph) 1230 11 Peak Hour Factor 0.87 0.87 Adj. Flow (vph) 1414 13 Shared Lane Traffic (%) Lane Group Flow (vph) 1414 13 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 38.0 38.0 Total Split (%) 42.2% 42.2% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 47.6 47.6 Actuated g/C Ratio 0.53 0.53 v/c Ratio 0.54 0.01 Control Delay 17.7 0.0 Queue Delay 0.0 0.0 Total Delay 17.7 0.0 LOS B A Approach Delay 17.3 Approach LOS B Intersection Summary APPENDIX PAGE 162 Timings 4: Belt Line & IH 635 WBFR 2023 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 819 62 374 172 876 0 0 1194 139 Future Volume (vph) 0 0 0 819 62 374 172 876 0 0 1194 139 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 871 66 398 183 932 0 0 1270 148 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 435 502 398 183 932 0 0 1270 148 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 33.0 33.0 33.0 37.0 37.0 Total Split (%) 33.0% 33.0% 33.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 26.1 26.1 26.1 40.6 58.2 30.8 30.8 Actuated g/C Ratio 0.26 0.26 0.26 0.41 0.58 0.31 0.31 v/c Ratio 1.04 1.00dl 0.68 0.64 0.31 0.55 0.23 Control Delay 91.1 35.7 20.5 30.8 2.1 29.9 1.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 91.1 35.7 20.5 30.8 2.1 29.9 1.1 LOS F D C C A C A Approach Delay 49.2 6.9 26.9 Approach LOS D A C Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 28.8 Intersection LOS: C Intersection Capacity Utilization 81.1% ICU Level of Service D Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 163 Timings 4: Belt Line & IH 635 WBFR 2023 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 15.0 37.0 20.0 28.0 Total Split (%) 15% 15% 15% 37% 20% 28% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 164 Timings 5: Belt Line & IH 635 EBFR 2023 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 80 150 00009715127571274 0 Future Volume (vph) 109 80 150 00009715127571274 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 116 85 160 00001033 545 805 1355 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 104 257 000001033 545 805 1355 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 28.0 28.0 37.0 37.0 Total Split (%) 28.0% 28.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 17.0 17.0 30.6 30.6 51.6 68.0 Actuated g/C Ratio 0.17 0.17 0.31 0.31 0.52 0.68 v/c Ratio 0.36 0.79 0.66 0.71 0.85 0.39 Control Delay 39.4 46.9 32.7 13.1 29.5 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 39.4 46.9 32.7 13.1 29.5 4.0 LOS DD CBCA Approach Delay 44.8 25.9 13.5 Approach LOS D C B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 21.0 Intersection LOS: C Intersection Capacity Utilization 81.1% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 165 Timings 5: Belt Line & IH 635 EBFR 2023 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 37.0 15.0 33.0 15.0 20.0 Total Split (%) 15% 37% 15% 33% 15% 20% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 166 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy 2023 build out background Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - stop control.syn Page 1 Intersection Int Delay, s/veh 138.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 159 108 247 1244 1040 86 Future Vol, veh/h 159 108 247 1244 1040 86 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 173 117 268 1352 1130 93 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2254 612 1223 0 - 0 Stage 1 1177 ----- Stage 2 1077 ----- Critical Hdwy 5.74 7.14 5.34 - - - Critical Hdwy Stg 1 6.64 ----- Critical Hdwy Stg 2 6.04 ----- Follow-up Hdwy 3.82 3.92 3.12 - - - Pot Cap-1 Maneuver *~ 68 *681 782 - - - Stage 1 *678 ----- Stage 2 *643 ----- Platoon blocked, % 1 1 - - - Mov Cap-1 Maneuver *~ 45 *681 782 - - - Mov Cap-2 Maneuver *~ 45 ----- Stage 1 *445 ----- Stage 2 *643 ----- Approach EB NB SB HCM Control Delay, s$ 1482.4 2 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 782 - 72 - - HCM Lane V/C Ratio 0.343 - 4.031 - - HCM Control Delay (s) 12 -$ 1482.4 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 1.5 - 30.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 167 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd 2023 build out background Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - stop control.syn Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 51 0 0 132 0 1080 166 17 150 976 15 Future Vol, veh/h 0 0 51 0 0 132 0 1080 166 17 150 976 15 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 58 0 0 150 0 1227 189 19 170 1109 17 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 563 - - 614 - 0 0 896 1416 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *710 0 0 *678 0 - - *1147 601 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *710 - - *678 - - - *623 623 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 10.5 11.8 0 1.9 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 710 678 623 - - HCM Lane V/C Ratio - - 0.082 0.221 0.305 - - HCM Control Delay (s) - - 10.5 11.8 13.3 - - HCM Lane LOS - - B B B - - HCM 95th %tile Q(veh) - - 0.3 0.8 1.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 168 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy 2023 build out background Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report 2023 build out background Saturday - stop control.syn Page 3 Intersection Int Delay, s/veh 5.6 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 79 19 8 10 8 10 Future Vol, veh/h 4 79 19 8 10 8 10 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222 Mvmt Flow 4 89 21 9 11 9 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 20 20 0 - 0 212 10 Stage 1 -----15- Stage 2 -----197- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1388 1595 - - - 757 1069 Stage 1 -----1005 - Stage 2 -----817- Platoon blocked, % - - - Mov Cap-1 Maneuver 1583 1583 - - - 712 1069 Mov Cap-2 Maneuver -----712- Stage 1 -----946- Stage 2 -----817- Approach EB WB SB HCM Control Delay, s 6 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1583 - - - 874 HCM Lane V/C Ratio 0.059 - - - 0.023 HCM Control Delay (s) 7.4 - - - 9.2 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.2 - - - 0.1 APPENDIX PAGE 169 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2023 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 46 22 67 103 25 31 65 165 1673 110 21 152 Future Volume (vph) 46 22 67 103 25 31 65 165 1673 110 21 152 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 48 23 70 107 26 32 68 172 1743 115 22 158 Shared Lane Traffic (%) Lane Group Flow (vph) 48 93 0 107 58 0 0 240 1743 115 0 180 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 18.0 41.0 18.0 41.0 31.0 31.0 76.0 76.0 25.0 25.0 Total Split (%) 11.3% 25.6% 11.3% 25.6% 19.4% 19.4% 47.5% 47.5% 15.6% 15.6% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 18.0 10.0 24.4 15.0 121.6 101.1 101.1 108.2 Actuated g/C Ratio 0.11 0.06 0.15 0.09 0.76 0.63 0.63 0.68 v/c Ratio 0.29 0.36 0.55 0.17 0.66 0.56 0.11 0.69 Control Delay 61.6 27.2 70.9 37.6 20.0 34.1 12.5 36.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.6 27.2 70.9 37.6 20.0 34.1 12.5 36.1 LOS EC ED CCB D Approach Delay 38.9 59.2 31.3 Approach LOS D E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 60 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 28.7 Intersection LOS: C Intersection Capacity Utilization 68.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 170 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2023 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1430 66 Future Volume (vph) 1430 66 Peak Hour Factor 0.96 0.96 Adj. Flow (vph) 1490 69 Shared Lane Traffic (%) Lane Group Flow (vph) 1490 69 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 70.0 70.0 Total Split (%) 43.8% 43.8% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 94.1 94.1 Actuated g/C Ratio 0.59 0.59 v/c Ratio 0.52 0.07 Control Delay 21.1 1.4 Queue Delay 0.0 0.0 Total Delay 21.1 1.4 LOS C A Approach Delay 21.9 Approach LOS C Intersection Summary APPENDIX PAGE 171 Timings 4: Belt Line & IH 635 WBFR Build out 2023 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 843 121 634 210 1844 0 0 1568 153 Future Volume (vph) 0 0 0 843 121 634 210 1844 0 0 1568 153 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 0 937 134 704 233 2049 0 0 1742 170 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 468 603 704 233 2049 0 0 1742 170 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 48.0 48.0 48.0 82.0 82.0 Total Split (%) 30.0% 30.0% 30.0% 51.3% 51.3% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 41.1 41.1 41.1 94.4 103.2 75.8 75.8 Actuated g/C Ratio 0.26 0.26 0.26 0.59 0.64 0.47 0.47 v/c Ratio 1.13 1.09dl 1.29 0.79 0.62 0.49 0.20 Control Delay 137.9 59.9 179.5 58.5 13.5 23.1 3.2 Queue Delay 0.0 0.0 0.0 0.0 47.6 0.0 0.0 Total Delay 137.9 59.9 179.5 58.5 61.1 23.1 3.2 LOS FEFEE CA Approach Delay 127.9 60.9 21.3 Approach LOS F E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.29 Intersection Signal Delay: 68.1 Intersection LOS: E Intersection Capacity Utilization 88.0% ICU Level of Service E Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 172 Timings 4: Belt Line & IH 635 WBFR Build out 2023 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 42.0 55.0 16.0 47.0 Total Split (%) 9% 9% 26% 34% 10% 29% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 173 Timings 5: Belt Line & IH 635 EBFR Build out 2023 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 450 91 244 00001526 319 545 1969 0 Future Volume (vph) 450 91 244 00001526 319 545 1969 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 511 103 277 00001734 363 619 2238 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 460 431 000001734 363 619 2238 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 47.0 47.0 55.0 55.0 Total Split (%) 29.4% 29.4% 34.4% 34.4% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 40.2 40.2 48.6 48.6 88.4 104.8 Actuated g/C Ratio 0.25 0.25 0.30 0.30 0.55 0.66 v/c Ratio 1.09 1.06 1.12 0.56 0.63 0.67 Control Delay 124.6 116.2 114.4 18.1 26.5 8.7 Queue Delay 0.0 0.0 0.4 0.0 0.0 0.0 Total Delay 124.6 116.2 114.8 18.1 26.5 8.8 LOS F F F B C A Approach Delay 120.5 98.0 12.6 Approach LOS F F B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.29 Intersection Signal Delay: 59.7 Intersection LOS: E Intersection Capacity Utilization 88.0% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 174 Timings 5: Belt Line & IH 635 EBFR Build out 2023 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 82.0 15.0 48.0 42.0 16.0 Total Split (%) 9% 51% 9% 30% 26% 10% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 175 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2023 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - stop control.syn Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 89 0 88 49 0 8 139 2014 12 49 1244 97 Future Vol, veh/h 89 0 88 49 0 8 139 2014 12 49 1244 97 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 96 0 95 53 0 9 149 2166 13 53 1338 104 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2660 3973 721 3112 4019 1090 1442 0 0 2179 0 0 Stage 1 1496 1496 - 2471 2471 ------- Stage 2 1164 2477 - 641 1548 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver *379 4 *638 *95 3 *460 718 - - *578 - - Stage 1 *496 520 - *236 285 ------- Stage 2 *472 281 - *655 482 ------- Platoon blocked, % 1 111111--1-- Mov Cap-1 Maneuver *292 3 *638 *63 2 *460 718 - - *578 - - Mov Cap-2 Maneuver *292 3 - *63 2 ------- Stage 1 *393 472 - *187 226 ------- Stage 2 *367 223 - *507 438 ------- Approach EB WB NB SB HCM Control Delay, s 21.9 153.6 0.7 0.4 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 718 - - 400 63 460 * 578 - - HCM Lane V/C Ratio 0.208 - - 0.476 0.836 0.019 0.091 - - HCM Control Delay (s) 11.3 - - 21.9 176.5 13 11.9 - - HCM Lane LOS B - - C F B B - - HCM 95th %tile Q(veh) 0.8 - - 2.5 3.8 0.1 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 176 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Build out 2023 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - stop control.syn Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 32 0 0 134 0 1951 580 14 92 1200 17 Future Vol, veh/h 0 0 32 0 0 134 0 1951 580 14 92 1200 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 34 0 0 141 0 2054 611 15 97 1263 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 641 - - 1027 - 0 0 1499 2665 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *654 0 0 *476 0 - - *805 211 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *654 - - *476 - - - *230 230 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 10.8 15.7 0 2.8 HCM LOS B C Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 654 476 230 - - HCM Lane V/C Ratio - - 0.052 0.296 0.485 - - HCM Control Delay (s) - - 10.8 15.7 34.5 - - HCM Lane LOS - - B C D - - HCM 95th %tile Q(veh) - - 0.2 1.2 2.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 177 HCM 6th TWSC 6: Dwy 4/QT Dwy & Dividend Dr/DIVIDEND RD Build out 2023 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - stop control.syn Page 3 Intersection Int Delay, s/veh 5.2 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 138 113 35 12 24 12 30 0 8 29 0 25 Future Vol, veh/h 4 138 113 35 12 24 12 30 0 8 29 0 25 Conflicting Peds, #/hr 0 000000000000 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - - None - - None - - None - - None Storage Length - 100 - - 100 -------- Veh in Median Storage, # - - 0 - - 0 - - 0 - - 0 - Grade, % - - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 222222222222 Mvmt Flow 4 152 124 38 13 26 13 33 0 9 32 0 27 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 40 39 0 0 162 0 0 494 520 81 433 533 20 Stage 1 -------455455-5959- Stage 2 -------3965-374474- Critical Hdwy 6.44 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 -------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 -------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.52 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1349 1569 - - 1462 - - 493 484 1041 547 476 1053 Stage 1 -------588589-946845- Stage 2 -------971840-658578- Platoon blocked, % - - 1 - -11111 Mov Cap-1 Maneuver 1561 1561 - - 1462 - - 440 432 1041 498 424 1053 Mov Cap-2 Maneuver -------440432-498424- Stage 1 -------529530-851837- Stage 2 -------937832-588520- Approach EB WB NB SB HCM Control Delay, s 3.7 1.9 12.8 11 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 501 1561 - - 1462 - - 659 HCM Lane V/C Ratio 0.083 0.1 - - 0.009 - - 0.09 HCM Control Delay (s) 12.8 7.6 - - 7.5 - - 11 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.3 0.3 - - 0 - - 0.3 APPENDIX PAGE 178 HCM 6th TWSC 7: BELT LINE RD & Dwy 3 Build out 2023 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - stop control.syn Page 4 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 13 1971 12 0 1665 Future Vol, veh/h 0 13 1971 12 0 1665 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 14 2142 13 0 1810 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1071 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *460 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *460 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 13.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 460 - HCM Lane V/C Ratio - - 0.031 - HCM Control Delay (s) - - 13.1 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 179 HCM 6th TWSC 8: BELT LINE RD & Dwy 2 Build out 2023 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - stop control.syn Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 33 1950 73 0 1665 Future Vol, veh/h 0 33 1950 73 0 1665 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 36 2120 79 0 1810 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1060 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *476 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *476 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 13.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 476 - HCM Lane V/C Ratio - - 0.075 - HCM Control Delay (s) - - 13.2 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 180 HCM 6th TWSC 9: Dwy 5 & Dividend Dr/DIVIDEND RD Build out 2023 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total AM - stop control.syn Page 6 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 141 9 12 45 3 8 Future Vol, veh/h 141 9 12 45 3 8 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 153 10 13 49 3 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 163 0 233 158 Stage 1 - - - - 158 - Stage 2 - - - - 75 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1442 - 813 962 Stage 1 - - - - 910 - Stage 2 - - - - 948 - Platoon blocked, % - - 1 - 1 1 Mov Cap-1 Maneuver - - 1442 - 806 962 Mov Cap-2 Maneuver - - - - 806 - Stage 1 - - - - 910 - Stage 2 - - - - 939 - Approach EB WB NB HCM Control Delay, s 0 1.6 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 914 - - 1442 - HCM Lane V/C Ratio 0.013 - - 0.009 - HCM Control Delay (s) 9 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - APPENDIX PAGE 181 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2023 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 103 20 153 200 37 52 57 81 1845 44 26 121 Future Volume (vph) 103 20 153 200 37 52 57 81 1845 44 26 121 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 114 22 170 222 41 58 63 90 2050 49 29 134 Shared Lane Traffic (%) Lane Group Flow (vph) 114 192 0 222 99 0 0 153 2050 49 0 163 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 22.0 37.0 22.0 37.0 26.0 26.0 75.0 75.0 26.0 26.0 Total Split (%) 13.8% 23.1% 13.8% 23.1% 16.3% 16.3% 46.9% 46.9% 16.3% 16.3% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 22.9 10.1 28.8 13.2 110.9 97.6 97.6 109.4 Actuated g/C Ratio 0.14 0.06 0.18 0.08 0.69 0.61 0.61 0.68 v/c Ratio 0.53 0.57 1.03 0.31 0.62 0.68 0.05 0.82 Control Delay 64.9 23.9 125.5 34.7 30.3 15.0 0.2 66.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.9 23.9 125.5 34.7 30.3 15.0 0.2 66.6 LOS E C F C C B A E Approach Delay 39.2 97.5 15.7 Approach LOS D F B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 25 (16%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 26.2 Intersection LOS: C Intersection Capacity Utilization 82.0% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 182 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2023 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1543 22 Future Volume (vph) 1543 22 Peak Hour Factor 0.90 0.90 Adj. Flow (vph) 1714 24 Shared Lane Traffic (%) Lane Group Flow (vph) 1714 24 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 75.0 75.0 Total Split (%) 46.9% 46.9% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 96.8 96.8 Actuated g/C Ratio 0.60 0.60 v/c Ratio 0.58 0.02 Control Delay 20.7 0.0 Queue Delay 0.0 0.0 Total Delay 20.7 0.0 LOS C A Approach Delay 24.4 Approach LOS C Intersection Summary APPENDIX PAGE 183 Timings 4: Belt Line & IH 635 WBFR Build out 2023 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 856 171 521 266 1448 0 0 2010 207 Future Volume (vph) 0 0 0 856 171 521 266 1448 0 0 2010 207 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 882 176 537 274 1493 0 0 2072 213 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 441 617 537 274 1493 0 0 2072 213 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 40.0 40.0 40.0 75.0 75.0 Total Split (%) 25.0% 25.0% 25.0% 46.9% 46.9% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 33.1 33.1 33.1 93.6 111.2 68.8 68.8 Actuated g/C Ratio 0.21 0.21 0.21 0.58 0.70 0.43 0.43 v/c Ratio 1.32 1.27dl 1.22 0.79 0.42 0.64 0.28 Control Delay 212.5 80.6 155.7 50.7 2.2 30.5 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay 212.5 80.6 155.7 50.7 2.3 30.5 8.5 LOS FFFDA CA Approach Delay 142.4 9.8 28.4 Approach LOS F A C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.33 Intersection Signal Delay: 54.8 Intersection LOS: D Intersection Capacity Utilization 105.0% ICU Level of Service G Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 184 Timings 4: Belt Line & IH 635 WBFR Build out 2023 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 30.0 15.0 28.0 77.0 18.0 37.0 Total Split (%) 19% 9% 18% 48% 11% 23% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 185 Timings 5: Belt Line & IH 635 EBFR Build out 2023 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 170 52 240 00001726 757 942 1984 0 Future Volume (vph) 170 52 240 00001726 757 942 1984 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 173 53 245 00001761 772 961 2024 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 156 315 000001761 772 961 2024 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 37.0 37.0 77.0 77.0 Total Split (%) 23.1% 23.1% 48.1% 48.1% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 30.2 30.2 70.6 70.6 98.4 114.8 Actuated g/C Ratio 0.19 0.19 0.44 0.44 0.62 0.72 v/c Ratio 0.49 1.01 0.79 0.83 1.33 0.55 Control Delay 64.1 110.6 41.3 26.2 185.0 6.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay 64.1 110.6 41.3 26.2 185.0 6.7 LOS E F D C F A Approach Delay 95.2 36.7 64.1 Approach LOS F D E Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.33 Intersection Signal Delay: 55.0 Intersection LOS: D Intersection Capacity Utilization 105.0% ICU Level of Service G Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 186 Timings 5: Belt Line & IH 635 EBFR Build out 2023 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 30.0 75.0 15.0 40.0 28.0 18.0 Total Split (%) 19% 47% 9% 25% 18% 11% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 187 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2023 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - stop control.syn Page 1 Intersection Int Delay, s/veh 251.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 89 0 20 118 0 20 247 1983 19 78 1610 19 Future Vol, veh/h 89 0 20 118 0 20 247 1983 19 78 1610 19 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 97 0 22 128 0 22 268 2155 21 85 1750 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 3329 4643 886 3572 4643 1088 1771 0 0 2176 0 0 Stage 1 1931 1931 - 2702 2702 ------- Stage 2 1398 2712 - 870 1941 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver *~ 31 0 *557 *~ 14 0 *460 695 - - *578 - - Stage 1 *379 416 - *~ 114 176 ------- Stage 2 *472 172 - *572 408 ------- Platoon blocked, % 1 111111--1-- Mov Cap-1 Maneuver *~ 18 0 *557 *~ 9 0 *460 695 - - *578 - - Mov Cap-2 Maneuver *~ 18 0 - *~ 9 0 ------- Stage 1 *232 354 - *~ 70 108 ------- Stage 2 *276 105 - *469 348 ------- Approach EB WB NB SB HCM Control Delay, s$ 2325.9 $ 5791.6 1.5 0.6 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 695 - - 22 9 460 * 578 - - HCM Lane V/C Ratio 0.386 - - 5.38514.251 0.047 0.147 - - HCM Control Delay (s) 13.4 - -$ 2325.9$ 6771 13.2 12.3 - - HCM Lane LOS B - - F F B B - - HCM 95th %tile Q(veh) 1.8 - - 15 17.6 0.1 0.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 188 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Build out 2023 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - stop control.syn Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 148 0 1913 230 4 95 1560 17 Future Vol, veh/h 0 0 21 0 0 148 0 1913 230 4 95 1560 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 22 0 0 157 0 2035 245 4 101 1660 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 839 - - 1018 - 0 0 1486 2280 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *557 0 0 *476 0 - - *805 473 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *557 - - *476 - - - *476 476 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11.7 16.3 0 0.9 HCM LOS B C Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 557 476 476 - - HCM Lane V/C Ratio - - 0.04 0.331 0.221 - - HCM Control Delay (s) - - 11.7 16.3 14.7 - - HCM Lane LOS - - B C B - - HCM 95th %tile Q(veh) - - 0.1 1.4 0.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 189 HCM 6th TWSC 6: Dwy 4/QT Dwy & Dividend Dr/DIVIDEND RD Build out 2023 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - stop control.syn Page 3 Intersection Int Delay, s/veh 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 139 29 56 19 111 29 71 0 20 22 0 32 Future Vol, veh/h 139 29 56 19 111 29 71 0 20 22 0 32 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 156 33 63 21 125 33 80 0 22 25 0 36 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 158 0 0 96 0 0 482 577 48 513 592 79 Stage 1 ------377377-184184- Stage 2 ------105200-329408- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1419 - - 1507 - - 476 431 1029 452 423 965 Stage 1 ------625620-800746- Stage 2 ------889735-667600- Platoon blocked, % - - 1 - -11111 Mov Cap-1 Maneuver 1419 - - 1507 - - 415 378 1029 400 371 965 Mov Cap-2 Maneuver ------415378-400371- Stage 1 ------556552-712736- Stage 2 ------844725-580534- Approach EB WB NB SB HCM Control Delay, s 4.9 0.9 14.6 11.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 478 1419 - - 1507 - - 613 HCM Lane V/C Ratio 0.214 0.11 - - 0.014 - - 0.099 HCM Control Delay (s) 14.6 7.9 - - 7.4 - - 11.5 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.8 0.4 - - 0 - - 0.3 APPENDIX PAGE 190 HCM 6th TWSC 7: BELT LINE RD & Dwy 3 Build out 2023 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - stop control.syn Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 32 1948 19 0 1952 Future Vol, veh/h 0 32 1948 19 0 1952 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 35 2117 21 0 2122 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1059 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *476 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *476 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 13.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 476 - HCM Lane V/C Ratio - - 0.073 - HCM Control Delay (s) - - 13.2 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 191 HCM 6th TWSC 8: BELT LINE RD & Dwy 2 Build out 2023 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - stop control.syn Page 5 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 79 1887 116 0 1952 Future Vol, veh/h 0 79 1887 116 0 1952 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 86 2051 126 0 2122 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1026 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *492 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *492 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 13.9 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 492 - HCM Lane V/C Ratio - - 0.175 - HCM Control Delay (s) - - 13.9 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.6 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 192 HCM 6th TWSC 9: Dwy 5 & Dividend Dr/DIVIDEND RD Build out 2023 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total PM - stop control.syn Page 6 Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 56 15 19 151 8 20 Future Vol, veh/h 56 15 19 151 8 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 61 16 21 164 9 22 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 77 0 275 69 Stage 1 - - - - 69 - Stage 2 - - - - 206 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1530 - 726 1014 Stage 1 - - - - 965 - Stage 2 - - - - 829 - Platoon blocked, % - - 1 - 1 1 Mov Cap-1 Maneuver - - 1530 - 715 1014 Mov Cap-2 Maneuver - - - - 715 - Stage 1 - - - - 965 - Stage 2 - - - - 817 - Approach EB WB NB HCM Control Delay, s 0 0.8 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 906 - - 1530 - HCM Lane V/C Ratio 0.034 - - 0.013 - HCM Control Delay (s) 9.1 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - APPENDIX PAGE 193 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2023 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 40 25 68 105 14 19 83 44 1172 46 7 91 Future Volume (vph) 40 25 68 105 14 19 83 44 1172 46 7 91 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 46 29 78 121 16 22 95 51 1347 53 8 105 Shared Lane Traffic (%) Lane Group Flow (vph) 46 107 0 121 38 0 0 146 1347 53 0 113 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 17.0 18.0 17.0 18.0 17.0 17.0 40.0 40.0 15.0 15.0 Total Split (%) 18.9% 20.0% 18.9% 20.0% 18.9% 18.9% 44.4% 44.4% 16.7% 16.7% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 14.1 10.0 20.7 14.7 52.1 45.6 45.6 48.4 Actuated g/C Ratio 0.16 0.11 0.23 0.16 0.58 0.51 0.51 0.54 v/c Ratio 0.20 0.26 0.43 0.07 0.62 0.54 0.06 0.46 Control Delay 26.2 15.5 30.9 19.9 25.6 18.5 0.1 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.2 15.5 30.9 19.9 25.6 18.5 0.1 15.4 LOS CB CB CBA B Approach Delay 18.7 28.3 18.5 Approach LOS B C B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 48 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 20.1 Intersection LOS: C Intersection Capacity Utilization 59.1% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 194 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2023 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1299 11 Future Volume (vph) 1299 11 Peak Hour Factor 0.87 0.87 Adj. Flow (vph) 1493 13 Shared Lane Traffic (%) Lane Group Flow (vph) 1493 13 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 38.0 38.0 Total Split (%) 42.2% 42.2% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 42.2 42.2 Actuated g/C Ratio 0.47 0.47 v/c Ratio 0.65 0.02 Control Delay 21.6 0.0 Queue Delay 0.0 0.0 Total Delay 21.6 0.0 LOS C A Approach Delay 21.0 Approach LOS C Intersection Summary APPENDIX PAGE 195 Timings 4: Belt Line & IH 635 WBFR Build out 2023 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 819 62 425 172 979 0 0 1319 155 Future Volume (vph) 0 0 0 819 62 425 172 979 0 0 1319 155 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 871 66 452 183 1041 0 0 1403 165 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 435 502 452 183 1041 0 0 1403 165 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 33.0 33.0 33.0 37.0 37.0 Total Split (%) 33.0% 33.0% 33.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 26.1 26.1 26.1 40.6 58.2 30.8 30.8 Actuated g/C Ratio 0.26 0.26 0.26 0.41 0.58 0.31 0.31 v/c Ratio 1.04 1.00dl 0.78 0.64 0.35 0.60 0.25 Control Delay 91.1 35.7 27.0 29.3 2.2 30.7 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 91.1 35.7 27.0 29.3 2.2 30.7 1.9 LOS F D C C A C A Approach Delay 50.2 6.3 27.7 Approach LOS D A C Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 28.9 Intersection LOS: C Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 196 Timings 4: Belt Line & IH 635 WBFR Build out 2023 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 15.0 37.0 20.0 28.0 Total Split (%) 15% 15% 15% 37% 20% 28% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 197 Timings 5: Belt Line & IH 635 EBFR Build out 2023 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 126 80 150 00001057 512 804 1352 0 Future Volume (vph) 126 80 150 00001057 512 804 1352 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 134 85 160 00001124 545 855 1438 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 121 258 000001124 545 855 1438 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 28.0 28.0 37.0 37.0 Total Split (%) 28.0% 28.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 17.4 17.4 30.6 30.6 51.2 67.6 Actuated g/C Ratio 0.17 0.17 0.31 0.31 0.51 0.68 v/c Ratio 0.41 0.80 0.72 0.71 0.95 0.42 Control Delay 40.2 49.7 34.1 13.2 42.0 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.2 49.7 34.1 13.2 42.0 3.9 LOS DD CBDA Approach Delay 46.7 27.3 18.1 Approach LOS D C B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 24.1 Intersection LOS: C Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 198 Timings 5: Belt Line & IH 635 EBFR Build out 2023 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 37.0 15.0 33.0 15.0 20.0 Total Split (%) 15% 37% 15% 33% 15% 20% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 199 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2023 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - stop control.syn Page 1 Intersection Int Delay, s/veh 412.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 159 0 108 93 0 16 247 1374 17 72 1075 86 Future Vol, veh/h 159 0 108 93 0 16 247 1374 17 72 1075 86 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 173 0 117 101 0 17 268 1493 18 78 1168 93 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2504 3418 631 2661 3455 756 1261 0 0 1511 0 0 Stage 1 1371 1371 - 2038 2038 ------- Stage 2 1133 2047 - 623 1417 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver *~ 31 7 *681 *~ 24 7 *601 742 - - *755 - - Stage 1 *454 500 - *196 276 ------- Stage 2 *616 272 - *699 470 ------- Platoon blocked, % 1 1 1 - - 1 - - Mov Cap-1 Maneuver *~ 20 4 *681 *~ 13 4 *601 742 - - *755 - - Mov Cap-2 Maneuver *~ 20 4 - *~ 13 4 ------- Stage 1 *290 449 - *126 176 ------- Stage 2 *382 174 - *518 422 ------- Approach EB WB NB SB HCM Control Delay, s$ 3740.6 $ 3091.4 1.9 0.6 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 742 - - 33 13 601 * 755 - - HCM Lane V/C Ratio 0.362 - - 8.794 7.776 0.029 0.104 - - HCM Control Delay (s) 12.6 - -$ 3740.6$ 3621.3 11.2 10.3 - - HCM Lane LOS B - - F F B B - - HCM 95th %tile Q(veh) 1.7 - - 35.2 13.8 0.1 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 200 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Build out 2023 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - stop control.syn Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 51 0 0 142 0 1217 183 17 150 1080 15 Future Vol, veh/h 0 0 51 0 0 142 0 1217 183 17 150 1080 15 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 58 0 0 161 0 1383 208 19 170 1227 17 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 622 - - 692 - 0 0 1010 1591 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *681 0 0 *652 0 - - *1103 530 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *681 - - *652 - - - *552 552 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 10.8 12.3 0 2 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 681 652 552 - - HCM Lane V/C Ratio - - 0.085 0.247 0.344 - - HCM Control Delay (s) - - 10.8 12.3 14.9 - - HCM Lane LOS - - B B B - - HCM 95th %tile Q(veh) - - 0.3 1 1.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 201 HCM 6th TWSC 6: Dwy 4/QT Dwy & Dividend Dr/DIVIDEND RD Build out 2023 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - stop control.syn Page 3 Intersection Int Delay, s/veh 5.8 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 79 33 51 17 14 10 56 0 16 8 0 10 Future Vol, veh/h 4 79 33 51 17 14 10 56 0 16 8 0 10 Conflicting Peds, #/hr 0 000000000000 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - - None - - None - - None - - None Storage Length - 100 - - 100 -------- Veh in Median Storage, # - - 0 - - 0 - - 0 - - 0 - Grade, % - - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222222222 Mvmt Flow 4 89 37 57 19 16 11 63 0 18 9 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 27 27 0 0 94 0 0 298 317 47 265 340 14 Stage 1 -------252252-6060- Stage 2 -------4665-205280- Critical Hdwy 6.44 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 -------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 -------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.52 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1374 1585 - - 1498 - - 632 598 1012 666 580 1062 Stage 1 -------730697-944844- Stage 2 -------962840-778678- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1573 1573 - - 1498 - - 592 556 1012 619 539 1062 Mov Cap-2 Maneuver -------592556-619539- Stage 1 -------687656-888833- Stage 2 -------940829-719638- Approach EB WB NB SB HCM Control Delay, s 3.7 3.1 11.3 9.6 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 652 1573 - - 1498 - - 806 HCM Lane V/C Ratio 0.124 0.059 - - 0.013 - - 0.025 HCM Control Delay (s) 11.3 7.4 - - 7.4 - - 9.6 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.4 0.2 - - 0 - - 0.1 APPENDIX PAGE 202 HCM 6th TWSC 7: BELT LINE RD & Dwy 3 Build out 2023 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - stop control.syn Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 25 1328 17 0 1554 Future Vol, veh/h 0 25 1328 17 0 1554 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 27 1443 18 0 1689 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 722 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *627 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *627 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 11 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 627 - HCM Lane V/C Ratio - - 0.043 - HCM Control Delay (s) - - 11 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 203 HCM 6th TWSC 8: BELT LINE RD & Dwy 2 Build out 2023 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - stop control.syn Page 5 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 62 1283 106 0 1554 Future Vol, veh/h 0 62 1283 106 0 1554 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 67 1395 115 0 1689 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 698 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *627 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *627 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 11.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 627 - HCM Lane V/C Ratio - - 0.107 - HCM Control Delay (s) - - 11.4 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.4 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 204 HCM 6th TWSC 9: Dwy 5 & Dividend Dr/DIVIDEND RD Build out 2023 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2023 Total Saturday - stop control.syn Page 6 Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 43 14 17 35 6 16 Future Vol, veh/h 43 14 17 35 6 16 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 47 15 18 38 7 17 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 62 0 129 55 Stage 1 - - - - 55 - Stage 2 - - - - 74 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1544 - 872 1019 Stage 1 - - - - 972 - Stage 2 - - - - 949 - Platoon blocked, % - - 1 - 1 1 Mov Cap-1 Maneuver - - 1544 - 861 1019 Mov Cap-2 Maneuver - - - - 861 - Stage 1 - - - - 972 - Stage 2 - - - - 938 - Approach EB WB NB HCM Control Delay, s 0 2.4 8.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 970 - - 1544 - HCM Lane V/C Ratio 0.025 - - 0.012 - HCM Control Delay (s) 8.8 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - APPENDIX PAGE 205 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2024 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 47 13 67 81 23 27 67 165 1669 114 21 121 Future Volume (vph) 47 13 67 81 23 27 67 165 1669 114 21 121 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 49 14 70 84 24 28 70 172 1739 119 22 126 Shared Lane Traffic (%) Lane Group Flow (vph) 49 84 0 84 52 0 0 242 1739 119 0 148 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 18.0 41.0 18.0 41.0 31.0 31.0 76.0 76.0 25.0 25.0 Total Split (%) 11.3% 25.6% 11.3% 25.6% 19.4% 19.4% 47.5% 47.5% 15.6% 15.6% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 18.1 10.0 22.7 14.0 122.6 105.1 105.1 106.0 Actuated g/C Ratio 0.11 0.06 0.14 0.09 0.77 0.66 0.66 0.66 v/c Ratio 0.29 0.32 0.45 0.17 0.66 0.54 0.11 0.62 Control Delay 62.2 23.9 67.5 39.5 19.4 33.5 12.9 27.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 62.2 23.9 67.5 39.5 19.4 33.5 12.9 27.5 LOS EC ED BCB C Approach Delay 38.0 56.8 30.7 Approach LOS D E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 60 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 27.5 Intersection LOS: C Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 206 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2024 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1425 68 Future Volume (vph) 1425 68 Peak Hour Factor 0.96 0.96 Adj. Flow (vph) 1484 71 Shared Lane Traffic (%) Lane Group Flow (vph) 1484 71 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 70.0 70.0 Total Split (%) 43.8% 43.8% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 94.9 94.9 Actuated g/C Ratio 0.59 0.59 v/c Ratio 0.51 0.07 Control Delay 20.7 1.5 Queue Delay 0.0 0.0 Total Delay 20.7 1.5 LOS C A Approach Delay 20.5 Approach LOS C Intersection Summary APPENDIX PAGE 207 Timings 4: Belt Line & IH 635 WBFR 2024 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 868 125 617 216 1827 0 0 1547 149 Future Volume (vph) 0 0 0 868 125 617 216 1827 0 0 1547 149 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 0 964 139 686 240 2030 0 0 1719 166 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 482 621 686 240 2030 0 0 1719 166 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 48.0 48.0 48.0 82.0 82.0 Total Split (%) 30.0% 30.0% 30.0% 51.3% 51.3% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 41.1 41.1 41.1 94.4 103.2 75.8 75.8 Actuated g/C Ratio 0.26 0.26 0.26 0.59 0.64 0.47 0.47 v/c Ratio 1.17 1.12dl 1.26 0.81 0.62 0.48 0.19 Control Delay 149.0 60.8 166.2 58.9 13.4 22.6 3.3 Queue Delay 0.0 0.0 0.0 0.0 43.6 0.0 0.0 Total Delay 149.0 60.8 166.2 58.9 57.0 22.6 3.3 LOS FEFEE CA Approach Delay 125.0 57.2 20.9 Approach LOS F E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay: 66.1 Intersection LOS: E Intersection Capacity Utilization 86.6% ICU Level of Service E Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 208 Timings 4: Belt Line & IH 635 WBFR 2024 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 42.0 55.0 16.0 47.0 Total Split (%) 9% 9% 26% 34% 10% 29% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 209 Timings 5: Belt Line & IH 635 EBFR 2024 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 452 94 251 00001511 328 536 1986 0 Future Volume (vph) 452 94 251 00001511 328 536 1986 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 514 107 285 00001717 373 609 2257 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 463 443 000001717 373 609 2257 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 47.0 47.0 55.0 55.0 Total Split (%) 29.4% 29.4% 34.4% 34.4% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 40.2 40.2 48.6 48.6 88.4 104.8 Actuated g/C Ratio 0.25 0.25 0.30 0.30 0.55 0.66 v/c Ratio 1.10 1.09 1.11 0.57 0.62 0.68 Control Delay 126.6 124.5 110.4 19.2 26.3 9.2 Queue Delay 0.0 0.0 0.4 0.0 0.0 0.0 Total Delay 126.6 124.5 110.8 19.2 26.3 9.2 LOS F F F B C A Approach Delay 125.6 94.4 12.9 Approach LOS F F B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.26 Intersection Signal Delay: 59.4 Intersection LOS: E Intersection Capacity Utilization 86.6% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 210 Timings 5: Belt Line & IH 635 EBFR 2024 build out background AM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 82.0 15.0 48.0 42.0 16.0 Total Split (%) 9% 51% 9% 30% 26% 10% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 211 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy 2024 build out background AM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - stop control.syn Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 89 91 139 1985 1262 99 Future Vol, veh/h 89 91 139 1985 1262 99 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 2 22222 Mvmt Flow 96 98 149 2134 1357 106 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2562 732 1463 0 - 0 Stage 1 1410 ----- Stage 2 1152 ----- Critical Hdwy 5.74 7.14 5.34 - - - Critical Hdwy Stg 1 6.64 ----- Critical Hdwy Stg 2 6.04 ----- Follow-up Hdwy 3.82 3.92 3.12 - - - Pot Cap-1 Maneuver *359 *638 695 - - - Stage 1 *606 ----- Stage 2 *472 ----- Platoon blocked, % 1 1 1 - - - Mov Cap-1 Maneuver *282 *638 695 - - - Mov Cap-2 Maneuver *282 ----- Stage 1 *476 ----- Stage 2 *472 ----- Approach EB NB SB HCM Control Delay, s 22.7 0.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 695 - 393 - - HCM Lane V/C Ratio 0.215 - 0.492 - - HCM Control Delay (s) 11.6 - 22.7 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.8 - 2.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 212 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd 2024 build out background AM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - stop control.syn Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 33 0 0 132 0 1913 585 14 95 1179 17 Future Vol, veh/h 0 0 33 0 0 132 0 1913 585 14 95 1179 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 35 0 0 139 0 2014 616 15 100 1241 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 630 - - 1007 - 0 0 1470 2630 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *654 0 0 *476 0 - - *805 227 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *654 - - *476 - - - *246 246 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 10.8 15.7 0 2.7 HCM LOS B C Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 654 476 246 - - HCM Lane V/C Ratio - - 0.053 0.292 0.466 - - HCM Control Delay (s) - - 10.8 15.7 31.8 - - HCM Lane LOS - - B C D - - HCM 95th %tile Q(veh) - - 0.2 1.2 2.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 213 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy 2024 build out background AM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background AM - stop control.syn Page 3 Intersection Int Delay, s/veh 5 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 142 107 21 13 30 26 Future Vol, veh/h 4 142 107 21 13 30 26 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 91 Heavy Vehicles, % 2 222222 Mvmt Flow 4 156 118 23 14 33 29 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 37 37 0 - 0 409 19 Stage 1 -----30- Stage 2 -----379- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1354 1572 - - - 609 1055 Stage 1 -----989- Stage 2 -----695- Platoon blocked, % - - - 1 Mov Cap-1 Maneuver 1564 1564 - - - 546 1055 Mov Cap-2 Maneuver -----546- Stage 1 -----888- Stage 2 -----695- Approach EB WB SB HCM Control Delay, s 4.4 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1564 - - - 704 HCM Lane V/C Ratio 0.103 - - - 0.087 HCM Control Delay (s) 7.6 - - - 10.6 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.3 - - - 0.3 APPENDIX PAGE 214 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2024 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 107 6 153 145 30 41 58 71 1770 45 27 67 Future Volume (vph) 107 6 153 145 30 41 58 71 1770 45 27 67 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 119 7 170 161 33 46 64 79 1967 50 30 74 Shared Lane Traffic (%) Lane Group Flow (vph) 119 177 0 161 79 0 0 143 1967 50 0 104 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 22.0 37.0 22.0 37.0 26.0 26.0 75.0 75.0 26.0 26.0 Total Split (%) 13.8% 23.1% 13.8% 23.1% 16.3% 16.3% 46.9% 46.9% 16.3% 16.3% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 23.3 10.0 26.2 11.5 116.0 103.6 103.6 106.8 Actuated g/C Ratio 0.15 0.06 0.16 0.07 0.72 0.65 0.65 0.67 v/c Ratio 0.54 0.51 0.77 0.29 0.58 0.62 0.05 0.62 Control Delay 65.7 16.2 81.6 36.2 28.0 10.3 0.1 33.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.7 16.2 81.6 36.2 28.0 10.3 0.1 33.0 LOS E B F D C B A C Approach Delay 36.1 66.6 11.3 Approach LOS D E B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 25 (16%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 215 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2024 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1513 23 Future Volume (vph) 1513 23 Peak Hour Factor 0.90 0.90 Adj. Flow (vph) 1681 26 Shared Lane Traffic (%) Lane Group Flow (vph) 1681 26 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 75.0 75.0 Total Split (%) 46.9% 46.9% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 99.0 99.0 Actuated g/C Ratio 0.62 0.62 v/c Ratio 0.55 0.03 Control Delay 19.3 0.0 Queue Delay 0.0 0.0 Total Delay 19.3 0.0 LOS B A Approach Delay 19.8 Approach LOS B Intersection Summary APPENDIX PAGE 216 Timings 4: Belt Line & IH 635 WBFR 2024 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 882 176 479 274 1377 0 0 1908 193 Future Volume (vph) 0 0 0 882 176 479 274 1377 0 0 1908 193 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 909 181 494 282 1420 0 0 1967 199 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 454 636 494 282 1420 0 0 1967 199 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 40.0 40.0 40.0 75.0 75.0 Total Split (%) 25.0% 25.0% 25.0% 46.9% 46.9% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 33.1 33.1 33.1 93.6 111.2 68.8 68.8 Actuated g/C Ratio 0.21 0.21 0.21 0.58 0.70 0.43 0.43 v/c Ratio 1.36 1.31dl 1.12 0.81 0.40 0.61 0.26 Control Delay 227.5 84.8 120.3 53.9 2.1 29.4 7.2 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay 227.5 84.8 120.3 53.9 2.2 29.4 7.2 LOS FFFDA CA Approach Delay 136.8 10.8 27.4 Approach LOS F B C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 54.0 Intersection LOS: D Intersection Capacity Utilization 105.4% ICU Level of Service G Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 217 Timings 4: Belt Line & IH 635 WBFR 2024 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 30.0 15.0 28.0 77.0 18.0 37.0 Total Split (%) 19% 9% 18% 48% 11% 23% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 218 Timings 5: Belt Line & IH 635 EBFR 2024 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 156 54 247 00001682 780 909 1942 0 Future Volume (vph) 156 54 247 00001682 780 909 1942 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 159 55 252 00001716 796 928 1982 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 143 323 000001716 796 928 1982 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 37.0 37.0 77.0 77.0 Total Split (%) 23.1% 23.1% 48.1% 48.1% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 30.2 30.2 70.6 70.6 98.4 114.8 Actuated g/C Ratio 0.19 0.19 0.44 0.44 0.62 0.72 v/c Ratio 0.45 1.03 0.77 0.86 1.28 0.54 Control Delay 62.8 114.2 40.5 29.3 165.7 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay 62.8 114.2 40.5 29.3 165.7 7.1 LOS E F D C F A Approach Delay 98.4 37.0 57.7 Approach LOS F D E Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 52.1 Intersection LOS: D Intersection Capacity Utilization 105.4% ICU Level of Service G Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 219 Timings 5: Belt Line & IH 635 EBFR 2024 build out background PM - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 30.0 75.0 15.0 40.0 28.0 18.0 Total Split (%) 19% 47% 9% 25% 18% 11% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 220 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy 2024 build out background PM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - stop control.syn Page 1 Intersection Int Delay, s/veh 23.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 89 27 247 1896 1614 20 Future Vol, veh/h 89 27 247 1896 1614 20 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 97 29 268 2061 1754 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3125 888 1776 0 - 0 Stage 1 1765 ----- Stage 2 1360 ----- Critical Hdwy 5.74 7.14 5.34 - - - Critical Hdwy Stg 1 6.64 ----- Critical Hdwy Stg 2 6.04 ----- Follow-up Hdwy 3.82 3.92 3.12 - - - Pot Cap-1 Maneuver *~ 69 *557 689 - - - Stage 1 *572 ----- Stage 2 *505 ----- Platoon blocked, % 1 1 1 - - - Mov Cap-1 Maneuver *~ 42 *557 689 - - - Mov Cap-2 Maneuver *~ 42 ----- Stage 1 *349 ----- Stage 2 *505 ----- Approach EB NB SB HCM Control Delay, s$ 772.4 1.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 689 - 54 - - HCM Lane V/C Ratio 0.39 - 2.335 - - HCM Control Delay (s) 13.5 -$ 772.4 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 1.9 - 12.7 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 221 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd 2024 build out background PM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - stop control.syn Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 141 0 1817 217 4 98 1470 17 Future Vol, veh/h 0 0 21 0 0 141 0 1817 217 4 98 1470 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 22 0 0 150 0 1933 231 4 104 1564 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 791 - - 967 - 0 0 1411 2164 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *590 0 0 *508 0 - - *859 472 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *590 - - *508 - - - *476 476 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11.3 15 0 0.9 HCM LOS B C Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 590 508 476 - - HCM Lane V/C Ratio - - 0.038 0.295 0.228 - - HCM Control Delay (s) - - 11.3 15 14.8 - - HCM Lane LOS - - B C B - - HCM 95th %tile Q(veh) - - 0.1 1.2 0.9 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 222 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy 2024 build out background PM - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background PM - stop control.syn Page 3 Intersection Int Delay, s/veh 5 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 143 14 107 30 23 33 Future Vol, veh/h 3 143 14 107 30 23 33 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222 Mvmt Flow 3 161 16 120 34 26 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 154 154 0 - 0 473 77 Stage 1 -----137- Stage 2 -----336- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1144 1424 - - - 520 968 Stage 1 -----875- Stage 2 -----696- Platoon blocked, % - - - Mov Cap-1 Maneuver 1416 1416 - - - 460 968 Mov Cap-2 Maneuver -----460- Stage 1 -----774- Stage 2 -----696- Approach EB WB SB HCM Control Delay, s 7.2 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1416 - - - 666 HCM Lane V/C Ratio 0.116 - - - 0.094 HCM Control Delay (s) 7.9 - - - 11 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.4 - - - 0.3 APPENDIX PAGE 223 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2024 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 41 11 67 60 9 10 85 36 1100 47 7 41 Future Volume (vph) 41 11 67 60 9 10 85 36 1100 47 7 41 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 47 13 77 69 10 11 98 41 1264 54 8 47 Shared Lane Traffic (%) Lane Group Flow (vph) 47 90 0 69 21 0 0 139 1264 54 0 55 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 17.0 18.0 17.0 18.0 17.0 17.0 40.0 40.0 15.0 15.0 Total Split (%) 18.9% 20.0% 18.9% 20.0% 18.9% 18.9% 44.4% 44.4% 16.7% 16.7% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 15.6 10.0 14.4 12.7 58.0 53.0 53.0 51.9 Actuated g/C Ratio 0.17 0.11 0.16 0.14 0.64 0.59 0.59 0.58 v/c Ratio 0.18 0.22 0.29 0.04 0.55 0.44 0.06 0.21 Control Delay 27.3 13.1 32.1 24.3 18.1 14.6 0.1 10.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.3 13.1 32.1 24.3 18.1 14.6 0.1 10.0 LOS C B C C B B A A Approach Delay 18.0 30.3 14.4 Approach LOS B C B Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 48 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 16.6 Intersection LOS: B Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 224 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD 2024 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1267 11 Future Volume (vph) 1267 11 Peak Hour Factor 0.87 0.87 Adj. Flow (vph) 1456 13 Shared Lane Traffic (%) Lane Group Flow (vph) 1456 13 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 38.0 38.0 Total Split (%) 42.2% 42.2% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 47.4 47.4 Actuated g/C Ratio 0.53 0.53 v/c Ratio 0.56 0.01 Control Delay 18.2 0.0 Queue Delay 0.0 0.0 Total Delay 18.2 0.0 LOS B A Approach Delay 17.8 Approach LOS B Intersection Summary APPENDIX PAGE 225 Timings 4: Belt Line & IH 635 WBFR 2024 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 844 64 385 178 902 0 0 1230 143 Future Volume (vph) 0 0 0 844 64 385 178 902 0 0 1230 143 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 898 68 410 189 960 0 0 1309 152 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 449 517 410 189 960 0 0 1309 152 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 33.0 33.0 33.0 37.0 37.0 Total Split (%) 33.0% 33.0% 33.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 26.1 26.1 26.1 40.6 58.2 30.8 30.8 Actuated g/C Ratio 0.26 0.26 0.26 0.41 0.58 0.31 0.31 v/c Ratio 1.07 1.03dl 0.70 0.66 0.32 0.56 0.23 Control Delay 100.5 36.1 21.8 31.9 2.1 30.1 1.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 100.5 36.1 21.8 31.9 2.1 30.1 1.3 LOS F D C C A C A Approach Delay 52.8 7.0 27.1 Approach LOS D A C Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 30.2 Intersection LOS: C Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 226 Timings 4: Belt Line & IH 635 WBFR 2024 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 15.0 37.0 20.0 28.0 Total Split (%) 15% 15% 15% 37% 20% 28% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 227 Timings 5: Belt Line & IH 635 EBFR 2024 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 82 155 00001000 527 780 1313 0 Future Volume (vph) 112 82 155 00001000 527 780 1313 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 119 87 165 00001064 561 830 1397 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 107 264 000001064 561 830 1397 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 28.0 28.0 37.0 37.0 Total Split (%) 28.0% 28.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 17.5 17.5 30.6 30.6 51.1 67.5 Actuated g/C Ratio 0.18 0.18 0.31 0.31 0.51 0.68 v/c Ratio 0.37 0.81 0.68 0.73 0.90 0.41 Control Delay 38.9 49.4 33.2 14.6 34.5 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.9 49.4 33.2 14.6 34.5 4.2 LOS DD CBCA Approach Delay 46.4 26.8 15.5 Approach LOS D C B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 22.5 Intersection LOS: C Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 228 Timings 5: Belt Line & IH 635 EBFR 2024 build out background Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 37.0 15.0 33.0 15.0 20.0 Total Split (%) 15% 37% 15% 33% 15% 20% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 229 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy 2024 build out background Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - stop control.syn Page 1 Intersection Int Delay, s/veh 151.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 159 111 247 1281 1071 88 Future Vol, veh/h 159 111 247 1281 1071 88 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 173 121 268 1392 1164 96 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2305 630 1260 0 - 0 Stage 1 1212 ----- Stage 2 1093 ----- Critical Hdwy 5.74 7.14 5.34 - - - Critical Hdwy Stg 1 6.64 ----- Critical Hdwy Stg 2 6.04 ----- Follow-up Hdwy 3.82 3.92 3.12 - - - Pot Cap-1 Maneuver *~ 64 *681 742 - - - Stage 1 *637 ----- Stage 2 *643 ----- Platoon blocked, % 1 1 - - - Mov Cap-1 Maneuver *~ 41 *681 742 - - - Mov Cap-2 Maneuver *~ 41 ----- Stage 1 *407 ----- Stage 2 *643 ----- Approach EB NB SB HCM Control Delay, s$ 1646.6 2 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 742 - 67 - - HCM Lane V/C Ratio 0.362 - 4.38 - - HCM Control Delay (s) 12.6 -$ 1646.6 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 1.7 - 31.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 230 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd 2024 build out background Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - stop control.syn Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 53 0 0 136 0 1112 170 17 155 1005 16 Future Vol, veh/h 0 0 53 0 0 136 0 1112 170 17 155 1005 16 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 60 0 0 155 0 1264 193 19 176 1142 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 580 - - 632 - 0 0 922 1457 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *710 0 0 *678 0 - - *1147 566 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *710 - - *678 - - - *588 588 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 10.5 11.9 0 2 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 710 678 588 - - HCM Lane V/C Ratio - - 0.085 0.228 0.332 - - HCM Control Delay (s) - - 10.5 11.9 14.1 - - HCM Lane LOS - - B B B - - HCM 95th %tile Q(veh) - - 0.3 0.9 1.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 231 HCM 6th TWSC 6: Dividend Dr/DIVIDEND RD & QT Dwy 2024 build out background Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report 2024 build out background Saturday - stop control.syn Page 3 Intersection Int Delay, s/veh 5.6 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 4 81 20 9 10 9 10 Future Vol, veh/h 4 81 20 9 10 9 10 Conflicting Peds, #/hr 0 000000 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 100 - - - 0 - Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222 Mvmt Flow 4 91 22 10 11 10 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 21 21 0 - 0 217 11 Stage 1 -----16- Stage 2 -----201- Critical Hdwy 6.44 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 -----5.84 - Critical Hdwy Stg 2 -----5.84 - Follow-up Hdwy 2.52 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1386 1593 - - - 752 1067 Stage 1 -----1004 - Stage 2 -----813- Platoon blocked, % - - - Mov Cap-1 Maneuver 1581 1581 - - - 706 1067 Mov Cap-2 Maneuver -----706- Stage 1 -----943- Stage 2 -----813- Approach EB WB SB HCM Control Delay, s 6 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1581 - - - 859 HCM Lane V/C Ratio 0.06 - - - 0.025 HCM Control Delay (s) 7.4 - - - 9.3 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.2 - - - 0.1 APPENDIX PAGE 232 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2024 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 47 26 70 115 27 34 67 172 1742 114 21 171 Future Volume (vph) 47 26 70 115 27 34 67 172 1742 114 21 171 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 49 27 73 120 28 35 70 179 1815 119 22 178 Shared Lane Traffic (%) Lane Group Flow (vph) 49 100 0 120 63 0 0 249 1815 119 0 200 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 18.0 41.0 18.0 41.0 31.0 31.0 76.0 76.0 25.0 25.0 Total Split (%) 11.3% 25.6% 11.3% 25.6% 19.4% 19.4% 47.5% 47.5% 15.6% 15.6% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 18.1 10.0 24.9 15.3 121.1 98.4 98.4 108.4 Actuated g/C Ratio 0.11 0.06 0.16 0.10 0.76 0.62 0.62 0.68 v/c Ratio 0.29 0.38 0.61 0.18 0.69 0.60 0.12 0.74 Control Delay 61.7 28.3 73.9 37.0 21.3 36.1 12.9 46.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.7 28.3 73.9 37.0 21.3 36.1 12.9 46.4 LOS EC ED CDB D Approach Delay 39.3 61.2 33.1 Approach LOS D E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 60 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 31.0 Intersection LOS: C Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 233 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2024 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1492 68 Future Volume (vph) 1492 68 Peak Hour Factor 0.96 0.96 Adj. Flow (vph) 1554 71 Shared Lane Traffic (%) Lane Group Flow (vph) 1554 71 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 70.0 70.0 Total Split (%) 43.8% 43.8% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 92.0 92.0 Actuated g/C Ratio 0.58 0.58 v/c Ratio 0.55 0.08 Control Delay 22.9 1.5 Queue Delay 0.0 0.0 Total Delay 22.9 1.5 LOS C A Approach Delay 24.7 Approach LOS C Intersection Summary APPENDIX PAGE 234 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 868 125 667 216 1928 0 0 1638 161 Future Volume (vph) 0 0 0 868 125 667 216 1928 0 0 1638 161 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 0 0 0 964 139 741 240 2142 0 0 1820 179 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 482 621 741 240 2142 0 0 1820 179 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 48.0 48.0 48.0 82.0 82.0 Total Split (%) 30.0% 30.0% 30.0% 51.3% 51.3% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lag Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 41.1 41.1 41.1 94.4 103.2 75.8 75.8 Actuated g/C Ratio 0.26 0.26 0.26 0.59 0.64 0.47 0.47 v/c Ratio 1.17 1.12dl 1.36 0.83 0.65 0.51 0.21 Control Delay 149.0 60.8 207.4 61.3 14.7 22.9 2.9 Queue Delay 0.0 0.0 0.0 0.0 47.7 0.0 0.0 Total Delay 149.0 60.8 207.4 61.3 62.4 22.9 2.9 LOS FEFEE CA Approach Delay 142.8 62.3 21.1 Approach LOS F E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 72.9 Intersection LOS: E Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 235 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 42.0 55.0 16.0 47.0 Total Split (%) 9% 9% 26% 34% 10% 29% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 236 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 469 94 251 00001596 328 570 2043 0 Future Volume (vph) 469 94 251 00001596 328 570 2043 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 533 107 285 00001814 373 648 2322 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 480 445 000001814 373 648 2322 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 47.0 47.0 55.0 55.0 Total Split (%) 29.4% 29.4% 34.4% 34.4% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 40.2 40.2 48.6 48.6 88.4 104.8 Actuated g/C Ratio 0.25 0.25 0.30 0.30 0.55 0.66 v/c Ratio 1.14 1.10 1.17 0.57 0.66 0.70 Control Delay 139.2 127.0 133.8 19.2 27.6 9.1 Queue Delay 0.0 0.0 0.5 0.0 0.0 0.0 Total Delay 139.2 127.0 134.3 19.2 27.6 9.1 LOS F F F B C A Approach Delay 133.3 114.7 13.2 Approach LOS F F B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 67.9 Intersection LOS: E Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 237 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total AM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 82.0 15.0 48.0 42.0 16.0 Total Split (%) 9% 51% 9% 30% 26% 10% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 238 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2024 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - stop control.syn Page 1 Intersection Int Delay, s/veh 10.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 89 0 91 68 0 11 139 2110 17 71 1287 99 Future Vol, veh/h 89 0 91 68 0 11 139 2110 17 71 1287 99 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 22222222222 Mvmt Flow 96 0 98 73 0 12 149 2269 18 76 1384 106 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2795 4174 745 3282 4218 1144 1490 0 0 2287 0 0 Stage 1 1589 1589 - 2576 2576 ------- Stage 2 1206 2585 - 706 1642 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver *346 2 *622 *~ 73 1 *427 733 - - *537 - - Stage 1 *466 494 - *249 288 ------- Stage 2 *439 282 - *638 456 ------- Platoon blocked, % 1 111111--1-- Mov Cap-1 Maneuver *254 1 *622 *~ 46 1 *427 733 - - *537 - - Mov Cap-2 Maneuver *254 1 - *~ 46 1 ------- Stage 1 *371 424 - *198 229 ------- Stage 2 *340 225 - *462 392 ------- Approach EB WB NB SB HCM Control Delay, s 25.8 $ 421.2 0.7 0.6 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 733 - - 362 46 427 * 537 - - HCM Lane V/C Ratio 0.204 - - 0.535 1.59 0.028 0.142 - - HCM Control Delay (s) 11.2 - - 25.8$ 487.1 13.7 12.8 - - HCM Lane LOS B - - D F B B - - HCM 95th %tile Q(veh) 0.8 - - 3 7.2 0.1 0.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 239 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Build out 2024 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - stop control.syn Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 33 0 0 140 0 2048 602 14 95 1255 17 Future Vol, veh/h 0 0 33 0 0 140 0 2048 602 14 95 1255 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 35 0 0 147 0 2156 634 15 100 1321 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 670 - - 1078 - 0 0 1574 2790 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *638 0 0 *444 0 - - *750 197 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *638 - - *444 - - - *214 214 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11 17.1 0 3.1 HCM LOS B C Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 638 444 214 - - HCM Lane V/C Ratio - - 0.054 0.332 0.536 - - HCM Control Delay (s) - - 11 17.1 39.8 - - HCM Lane LOS - - B C E - - HCM 95th %tile Q(veh) - - 0.2 1.4 2.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 240 HCM 6th TWSC 6: Dwy 4/QT Dwy & Dividend Dr/DIVIDEND RD Build out 2024 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - stop control.syn Page 3 Intersection Int Delay, s/veh 5.3 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 142 120 50 17 26 13 41 0 11 30 0 26 Future Vol, veh/h 4 142 120 50 17 26 13 41 0 11 30 0 26 Conflicting Peds, #/hr 0 000000000000 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - - None - - None - - None - - None Storage Length - 100 - - 100 -------- Veh in Median Storage, # - - 0 - - 0 - - 0 - - 0 - Grade, % - - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 222222222222 Mvmt Flow 4 156 132 55 19 29 14 45 0 12 33 0 29 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 43 43 0 0 187 0 0 533 561 94 460 581 22 Stage 1 -------480480-7474- Stage 2 -------5381-386507- Critical Hdwy 6.44 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 -------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 -------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.52 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1343 1564 - - 1471 - - 491 478 *1038 556 466 1050 Stage 1 -------595592-927833- Stage 2 -------953827-680575- Platoon blocked, % - - 1 - -11111 Mov Cap-1 Maneuver 1556 1556 - - 1471 - - 436 423 *1038 502 412 1050 Mov Cap-2 Maneuver -------436423-502412- Stage 1 -------534531-832822- Stage 2 -------915816-603516- Approach EB WB NB SB HCM Control Delay, s 3.5 2.3 13.2 11 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 497 1556 - - 1471 - - 663 HCM Lane V/C Ratio 0.115 0.103 - - 0.013 - - 0.093 HCM Control Delay (s) 13.2 7.6 - - 7.5 - - 11 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0.3 - - 0 - - 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 241 HCM 6th TWSC 7: BELT LINE RD & Dwy 3 Build out 2024 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - stop control.syn Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 18 2046 17 0 1744 Future Vol, veh/h 0 18 2046 17 0 1744 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 20 2224 18 0 1896 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1112 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *444 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *444 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 13.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 444 - HCM Lane V/C Ratio - - 0.044 - HCM Control Delay (s) - - 13.5 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 242 HCM 6th TWSC 8: BELT LINE RD & Dwy 2 Build out 2024 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - stop control.syn Page 5 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 45 2017 104 0 1744 Future Vol, veh/h 0 45 2017 104 0 1744 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 49 2192 113 0 1896 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1096 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *460 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *460 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 13.8 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 460 - HCM Lane V/C Ratio - - 0.106 - HCM Control Delay (s) - - 13.8 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.4 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 243 HCM 6th TWSC 9: Dwy 5 & Dividend Dr/DIVIDEND RD Build out 2024 Total AM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - stop control.syn Page 6 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 148 13 17 51 5 11 Future Vol, veh/h 148 13 17 51 5 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 161 14 18 55 5 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 175 0 259 168 Stage 1 - - - - 168 - Stage 2 - - - - 91 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1426 - 783 948 Stage 1 - - - - 900 - Stage 2 - - - - 933 - Platoon blocked, % - - 1 - 1 1 Mov Cap-1 Maneuver - - 1426 - 773 948 Mov Cap-2 Maneuver - - - - 773 - Stage 1 - - - - 900 - Stage 2 - - - - 921 - Approach EB WB NB HCM Control Delay, s 0 1.9 9.1 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 885 - - 1426 - HCM Lane V/C Ratio 0.02 - - 0.013 - HCM Control Delay (s) 9.1 - - 7.6 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - APPENDIX PAGE 244 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2024 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 107 28 159 236 42 59 58 89 1964 45 27 152 Future Volume (vph) 107 28 159 236 42 59 58 89 1964 45 27 152 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 119 31 177 262 47 66 64 99 2182 50 30 169 Shared Lane Traffic (%) Lane Group Flow (vph) 119 208 0 262 113 0 0 163 2182 50 0 199 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 22.0 37.0 22.0 37.0 26.0 26.0 75.0 75.0 26.0 26.0 Total Split (%) 13.8% 23.1% 13.8% 23.1% 16.3% 16.3% 46.9% 46.9% 16.3% 16.3% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 23.6 10.4 29.2 13.5 107.5 93.2 93.2 111.7 Actuated g/C Ratio 0.15 0.06 0.18 0.08 0.67 0.58 0.58 0.70 v/c Ratio 0.54 0.62 1.20 0.34 0.68 0.76 0.05 0.88 Control Delay 64.7 32.3 174.6 34.3 40.3 19.5 0.2 82.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.7 32.3 174.6 34.3 40.3 19.5 0.2 82.6 LOS E C F C D B A F Approach Delay 44.1 132.3 20.5 Approach LOS D F C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 25 (16%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 125 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 33.2 Intersection LOS: C Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 245 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2024 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1626 23 Future Volume (vph) 1626 23 Peak Hour Factor 0.90 0.90 Adj. Flow (vph) 1807 26 Shared Lane Traffic (%) Lane Group Flow (vph) 1807 26 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 75.0 75.0 Total Split (%) 46.9% 46.9% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 95.3 95.3 Actuated g/C Ratio 0.60 0.60 v/c Ratio 0.62 0.03 Control Delay 22.6 0.0 Queue Delay 0.0 0.0 Total Delay 22.6 0.0 LOS C A Approach Delay 28.2 Approach LOS C Intersection Summary APPENDIX PAGE 246 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 882 176 564 274 1547 0 0 2150 223 Future Volume (vph) 0 0 0 882 176 564 274 1547 0 0 2150 223 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 0 0 0 909 181 581 282 1595 0 0 2216 230 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 454 636 581 282 1595 0 0 2216 230 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 40.0 40.0 40.0 75.0 75.0 Total Split (%) 25.0% 25.0% 25.0% 46.9% 46.9% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 33.1 33.1 33.1 93.6 111.2 68.8 68.8 Actuated g/C Ratio 0.21 0.21 0.21 0.58 0.70 0.43 0.43 v/c Ratio 1.36 1.31dl 1.32 0.81 0.45 0.68 0.30 Control Delay 227.5 84.8 195.1 50.4 2.2 32.7 11.0 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay 227.5 84.8 195.1 50.4 2.3 32.7 11.0 LOS FFFDA CB Approach Delay 161.9 9.6 30.7 Approach LOS F A C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 60.7 Intersection LOS: E Intersection Capacity Utilization 108.8% ICU Level of Service G Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 247 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 30.0 15.0 28.0 77.0 18.0 37.0 Total Split (%) 19% 9% 18% 48% 11% 23% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 248 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 185 54 247 00001824 780 1001 2093 0 Future Volume (vph) 185 54 247 00001824 780 1001 2093 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 189 55 252 00001861 796 1021 2136 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 170 326 000001861 796 1021 2136 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 37.0 37.0 77.0 77.0 Total Split (%) 23.1% 23.1% 48.1% 48.1% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 30.2 30.2 70.6 70.6 98.4 114.8 Actuated g/C Ratio 0.19 0.19 0.44 0.44 0.62 0.72 v/c Ratio 0.54 1.06 0.83 0.86 1.41 0.59 Control Delay 65.7 123.0 43.4 29.3 220.1 6.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.2 Total Delay 65.7 123.0 43.4 29.3 220.1 6.6 LOS E F D C F A Approach Delay 103.3 39.2 75.7 Approach LOS F D E Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 62.5 Intersection LOS: E Intersection Capacity Utilization 108.8% ICU Level of Service G Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 249 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total PM - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 30.0 75.0 15.0 40.0 28.0 18.0 Total Split (%) 19% 47% 9% 25% 18% 11% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 250 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2024 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - stop control.syn Page 1 Intersection Int Delay, s/veh 1394.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 89 0 27 182 0 30 247 2113 28 119 1681 20 Future Vol, veh/h 89 0 27 182 0 30 247 2113 28 119 1681 20 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 97 0 29 198 0 33 268 2297 30 129 1827 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 3551 4959 925 3837 4955 1164 1849 0 0 2327 0 0 Stage 1 2096 2096 - 2848 2848 ------- Stage 2 1455 2863 - 989 2107 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver *~ 16 0 *541 *~ 6 0 *427 677 - - *537 - - Stage 1 *291 345 - *~ 100 156 ------- Stage 2 *439 151 - *555 339 ------- Platoon blocked, % 1 111111--1-- Mov Cap-1 Maneuver *~ 9 0 *541 *~ 3 0 *427 677 - - *537 - - Mov Cap-2 Maneuver *~ 9 0 - *~ 3 0 ------- Stage 1 *176 262 - *~ 60 94 ------- Stage 2 *245 91 - *399 257 ------- Approach EB WB NB SB HCM Control Delay, s$ 4892.5 $ 27130.6 1.4 0.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 677 - - 12 3 427 * 537 - - HCM Lane V/C Ratio 0.397 - -10.50765.942 0.076 0.241 - - HCM Control Delay (s) 13.8 - -$ 4892.5$ 31600.4 14.1 13.8 - - HCM Lane LOS B - - F F B B - - HCM 95th %tile Q(veh) 1.9 - - 17 27.1 0.2 0.9 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 251 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Build out 2024 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - stop control.syn Page 2 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 21 0 0 158 0 2044 246 4 98 1678 17 Future Vol, veh/h 0 0 21 0 0 158 0 2044 246 4 98 1678 17 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 22 0 0 168 0 2174 262 4 104 1785 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 902 - - 1087 - 0 0 1587 2436 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *541 0 0 *444 0 - - *750 436 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *541 - - *444 - - - *438 438 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11.9 18 0 0.9 HCM LOS B C Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 541 444 438 - - HCM Lane V/C Ratio - - 0.041 0.379 0.248 - - HCM Control Delay (s) - - 11.9 18 15.9 - - HCM Lane LOS - - B C C - - HCM 95th %tile Q(veh) - - 0.1 1.7 1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 252 HCM 6th TWSC 6: Dwy 4/QT Dwy & Dividend Dr/DIVIDEND RD Build out 2024 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - stop control.syn Page 3 Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 143 37 85 28 119 30 109 0 30 23 0 33 Future Vol, veh/h 143 37 85 28 119 30 109 0 30 23 0 33 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 100 -------- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 161 42 96 31 134 34 122 0 34 26 0 37 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 168 0 0 138 0 0 541 642 69 556 673 84 Stage 1 ------412412-213213- Stage 2 ------129230-343460- Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1407 - - 1454 - - 431 395 997 421 379 958 Stage 1 ------596598-769725- Stage 2 ------861713-655569- Platoon blocked, % - - 1 - -11111 Mov Cap-1 Maneuver 1407 - - 1454 - - 372 342 997 365 329 958 Mov Cap-2 Maneuver ------372342-365329- Stage 1 ------528530-681710- Stage 2 ------810698-560504- Approach EB WB NB SB HCM Control Delay, s 4.3 1.2 18.1 12 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 430 1407 - - 1454 - - 575 HCM Lane V/C Ratio 0.363 0.114 - - 0.022 - - 0.109 HCM Control Delay (s) 18.1 7.9 - - 7.5 - - 12 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 1.6 0.4 - - 0.1 - - 0.4 APPENDIX PAGE 253 HCM 6th TWSC 7: BELT LINE RD & Dwy 3 Build out 2024 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - stop control.syn Page 4 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 48 2060 28 0 2079 Future Vol, veh/h 0 48 2060 28 0 2079 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 52 2239 30 0 2260 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1120 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *444 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *444 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 14.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 444 - HCM Lane V/C Ratio - - 0.118 - HCM Control Delay (s) - - 14.2 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.4 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 254 HCM 6th TWSC 8: BELT LINE RD & Dwy 2 Build out 2024 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - stop control.syn Page 5 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 121 1967 176 0 2079 Future Vol, veh/h 0 121 1967 176 0 2079 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 132 2138 191 0 2260 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 1069 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *460 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *460 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 15.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 460 - HCM Lane V/C Ratio - - 0.286 - HCM Control Delay (s) - - 15.9 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 255 HCM 6th TWSC 9: Dwy 5 & Dividend Dr/DIVIDEND RD Build out 2024 Total PM - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - stop control.syn Page 6 Intersection Int Delay, s/veh 1.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 67 23 28 165 12 30 Future Vol, veh/h 67 23 28 165 12 30 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 73 25 30 179 13 33 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 98 0 325 86 Stage 1 - - - - 86 - Stage 2 - - - - 239 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1508 - 685 1008 Stage 1 - - - - 956 - Stage 2 - - - - 801 - Platoon blocked, % - - 1 - 1 1 Mov Cap-1 Maneuver - - 1508 - 670 1008 Mov Cap-2 Maneuver - - - - 670 - Stage 1 - - - - 956 - Stage 2 - - - - 783 - Approach EB WB NB HCM Control Delay, s 0 1.1 9.3 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 881 - - 1508 - HCM Lane V/C Ratio 0.052 - - 0.02 - HCM Control Delay (s) 9.3 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.2 - - 0.1 - APPENDIX PAGE 256 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2024 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (vph) 41 33 72 136 19 25 85 51 1262 47 7 124 Future Volume (vph) 41 33 72 136 19 25 85 51 1262 47 7 124 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 47 38 83 156 22 29 98 59 1451 54 8 143 Shared Lane Traffic (%) Lane Group Flow (vph) 47 121 0 156 51 0 0 157 1451 54 0 151 Turn Type pm+pt NA pm+pt NA pm+pt pm+pt NA Perm pm+pt pm+pt Protected Phases 3 8 7 4 1 1 6 5 5 Permitted Phases 8 4 6 6 6 2 2 Detector Phase 3 8 7 4 116655 Switch Phase Minimum Initial (s) 3.0 10.0 3.0 10.0 3.0 3.0 10.0 10.0 3.0 3.0 Minimum Split (s) 8.5 36.2 8.5 36.2 9.4 9.4 28.8 28.8 9.4 9.4 Total Split (s) 17.0 18.0 17.0 18.0 17.0 17.0 40.0 40.0 15.0 15.0 Total Split (%) 18.9% 20.0% 18.9% 20.0% 18.9% 18.9% 44.4% 44.4% 16.7% 16.7% Yellow Time (s) 3.0 3.7 3.0 3.7 3.9 3.9 4.8 4.8 3.9 3.9 All-Red Time (s) 2.5 1.5 2.5 1.5 2.5 2.5 1.0 1.0 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.5 5.2 5.5 5.2 6.4 5.8 5.8 6.4 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lead Lead-Lag Optimize? Recall Mode None None None None None None C-Max C-Max None None Act Effct Green (s) 16.1 10.0 24.4 17.9 46.9 38.9 38.9 45.8 Actuated g/C Ratio 0.18 0.11 0.27 0.20 0.52 0.43 0.43 0.51 v/c Ratio 0.18 0.28 0.48 0.08 0.64 0.68 0.07 0.64 Control Delay 25.5 16.3 30.7 19.1 26.0 23.3 0.2 27.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.5 16.3 30.7 19.1 26.0 23.3 0.2 27.4 LOS CB CB CCA C Approach Delay 18.9 27.9 22.8 Approach LOS B C C Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 48 (53%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 24.3 Intersection LOS: C Intersection Capacity Utilization 62.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD APPENDIX PAGE 257 Timings 1: BELT LINE RD & DIVIDEND DR/DIVIDEND RD Build out 2024 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal.syn Page 2 Lane Group SBT SBR Lane Configurations Traffic Volume (vph) 1377 11 Future Volume (vph) 1377 11 Peak Hour Factor 0.87 0.87 Adj. Flow (vph) 1583 13 Shared Lane Traffic (%) Lane Group Flow (vph) 1583 13 Turn Type NA Perm Protected Phases 2 Permitted Phases 2 Detector Phase 2 2 Switch Phase Minimum Initial (s) 10.0 10.0 Minimum Split (s) 28.8 28.8 Total Split (s) 38.0 38.0 Total Split (%) 42.2% 42.2% Yellow Time (s) 4.8 4.8 All-Red Time (s) 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 5.8 5.8 Lead/Lag Lag Lag Lead-Lag Optimize? Recall Mode C-Max C-Max Act Effct Green (s) 38.4 38.4 Actuated g/C Ratio 0.43 0.43 v/c Ratio 0.76 0.02 Control Delay 25.8 0.0 Queue Delay 0.0 0.0 Total Delay 25.8 0.0 LOS C A Approach Delay 25.8 Approach LOS C Intersection Summary APPENDIX PAGE 258 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 844 64 467 178 1067 0 0 1434 169 Future Volume (vph) 0 0 0 844 64 467 178 1067 0 0 1434 169 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 0 0 0 898 68 497 189 1135 0 0 1526 180 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 449 517 497 189 1135 0 0 1526 180 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 2321 22 23 22 Permitted Phases 2421 22 23 22 Detector Phase 24 24 24 21 2321 22 23 22 22 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 12.0 Minimum Split (s) 18.9 18.9 18.9 18.2 18.2 Total Split (s) 33.0 33.0 33.0 37.0 37.0 Total Split (%) 33.0% 33.0% 33.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 5.0 4.9 4.9 All-Red Time (s) 1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s) 26.1 26.1 26.1 40.6 58.2 30.8 30.8 Actuated g/C Ratio 0.26 0.26 0.26 0.41 0.58 0.31 0.31 v/c Ratio 1.07 1.03dl 0.85 0.66 0.38 0.66 0.28 Control Delay 100.5 36.1 34.4 29.3 2.3 31.6 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 100.5 36.1 34.4 29.3 2.3 31.6 2.4 LOS F D C C A C A Approach Delay 55.3 6.1 28.6 Approach LOS E A C Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 30.7 Intersection LOS: C Intersection Capacity Utilization 85.7% ICU Level of Service E Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 259 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s) 14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s) 15.0 15.0 15.0 37.0 20.0 28.0 Total Split (%) 15% 15% 15% 37% 20% 28% Yellow Time (s) 4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s) 4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 260 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 140 82 155 00001137 527 856 1440 0 Future Volume (vph) 140 82 155 00001137 527 856 1440 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 149 87 165 00001210 561 911 1532 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 134 267 000001210 561 911 1532 0 Turn Type Split NA NA Perm custom NA Protected Phases 28 28 26 25 2725 26 27 Permitted Phases 26 25 26 Detector Phase 28 28 26 26 25 2725 26 27 Switch Phase Minimum Initial (s) 12.0 12.0 12.0 12.0 Minimum Split (s) 18.8 18.8 18.4 18.4 Total Split (s) 28.0 28.0 37.0 37.0 Total Split (%) 28.0% 28.0% 37.0% 37.0% Yellow Time (s) 5.0 5.0 4.9 4.9 All-Red Time (s) 1.8 1.8 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None C-Max C-Max Act Effct Green (s) 18.0 18.0 30.6 30.6 50.6 67.0 Actuated g/C Ratio 0.18 0.18 0.31 0.31 0.51 0.67 v/c Ratio 0.44 0.83 0.78 0.73 1.03 0.45 Control Delay 40.5 53.9 35.8 14.8 61.2 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 40.5 53.9 35.8 14.8 61.2 4.0 LOS D D D B E A Approach Delay 49.4 29.1 25.3 Approach LOS D C C Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 28.9 Intersection LOS: C Intersection Capacity Utilization 85.7% ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 261 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total Saturday - Signal.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s) 14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s) 15.0 37.0 15.0 33.0 15.0 20.0 Total Split (%) 15% 37% 15% 33% 15% 20% Yellow Time (s) 4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s) 4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 262 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2024 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - stop control.syn Page 1 Intersection Int Delay, s/veh 874.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 159 0 111 153 0 25 247 1489 27 115 1128 88 Future Vol, veh/h 159 0 111 153 0 25 247 1489 27 115 1128 88 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0100--100-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 22222222222 Mvmt Flow 173 0 121 166 0 27 268 1618 29 125 1226 96 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2707 3707 661 2909 3741 824 1322 0 0 1647 0 0 Stage 1 1524 1524 - 2169 2169 ------- Stage 2 1183 2183 - 740 1572 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Pot Cap-1 Maneuver *~ 23 4 *681 *~ 17 4 *575 679 - - *723 - - Stage 1 *330 405 - *177 253 ------- Stage 2 *590 247 - *699 379 ------- Platoon blocked, % 1 1 1 - - 1 - - Mov Cap-1 Maneuver *~ 13 2 *681 *~ 8 2 *575 679 - - *723 - - Mov Cap-2 Maneuver *~ 13 2 - *~ 8 2 ------- Stage 1 *199 335 - *~ 107 153 ------- Stage 2 *340 149 - *475 314 ------- Approach EB WB NB SB HCM Control Delay, s$ 5893.2 $ 8433.5 1.9 1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 679 - - 22 8 575 * 723 - - HCM Lane V/C Ratio 0.395 - - 13.3420.788 0.047 0.173 - - HCM Control Delay (s) 13.7 - -$ 5893.2$ 9809.6 11.6 11 - - HCM Lane LOS B - - F F B B - - HCM 95th %tile Q(veh) 1.9 - - 36.9 22.6 0.1 0.6 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 263 HCM 6th TWSC 3: Belt Line Rd & Hackberry Rd Build out 2024 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - stop control.syn Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 53 0 0 152 0 1332 198 17 155 1177 16 Future Vol, veh/h 0 0 53 0 0 152 0 1332 198 17 155 1177 16 Conflicting Peds, #/hr 0 000000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - Yield - - Yield - - None - - - None Storage Length - - 0 - - 0 - - 150 - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - Grade, % - 0 - - 0 - - 0 - - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 222222222222 Mvmt Flow 0 0 60 0 0 173 0 1514 225 19 176 1338 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 678 - - 757 - 0 0 1105 1739 0 0 Stage 1 ------------- Stage 2 ------------- Critical Hdwy - - 7.14 - - 7.14 - - - 5.64 5.34 - - Critical Hdwy Stg 1 ------------- Critical Hdwy Stg 2 ------------- Follow-up Hdwy - - 3.92 - - 3.92 - - - 2.32 3.12 - - Pot Cap-1 Maneuver 0 0 *652 0 0 *627 0 - - *1059 484 - - Stage 1 0 0 - 0 0 - 0 ------ Stage 2 0 0 - 0 0 - 0 ------ Platoon blocked, % 1 1 - - 1 1 - - Mov Cap-1 Maneuver - - *652 - - *627 - - - *504 504 - - Mov Cap-2 Maneuver ------------- Stage 1 ------------- Stage 2 ------------- Approach EB WB NB SB HCM Control Delay, s 11.1 12.9 0 2.1 HCM LOS B B Minor Lane/Major Mvmt NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) - - 652 627 504 - - HCM Lane V/C Ratio - - 0.092 0.275 0.388 - - HCM Control Delay (s) - - 11.1 12.9 16.6 - - HCM Lane LOS - - B B C - - HCM 95th %tile Q(veh) - - 0.3 1.1 1.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 264 HCM 6th TWSC 6: Dwy 4/QT Dwy & Dividend Dr/DIVIDEND RD Build out 2024 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - stop control.syn Page 3 Intersection Int Delay, s/veh 6.2 Movement EBU EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 81 42 82 27 19 10 92 0 25 9 0 10 Future Vol, veh/h 4 81 42 82 27 19 10 92 0 25 9 0 10 Conflicting Peds, #/hr 0 000000000000 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - - None - - None - - None - - None Storage Length - 100 - - 100 -------- Veh in Median Storage, # - - 0 - - 0 - - 0 - - 0 - Grade, % - - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 222222222222 Mvmt Flow 4 91 47 92 30 21 11 103 0 28 10 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 33 32 0 0 139 0 0 354 375 70 301 416 16 Stage 1 -------283283-8787- Stage 2 -------7192-214329- Critical Hdwy 6.44 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 -------6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 -------6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.52 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1362 1579 - - 1461 - - 594 568 1010 649 538 1059 Stage 1 -------718687-911822- Stage 2 -------931818-789655- Platoon blocked, % - - 1 - -11111 Mov Cap-1 Maneuver 1566 1566 - - 1461 - - 552 522 1010 592 494 1059 Mov Cap-2 Maneuver -------552522-592494- Stage 1 -------674645-855805- Stage 2 -------902801-720615- Approach EB WB NB SB HCM Control Delay, s 3 3.6 12.5 9.8 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 611 1566 - - 1461 - - 771 HCM Lane V/C Ratio 0.215 0.061 - - 0.021 - - 0.028 HCM Control Delay (s) 12.5 7.4 - - 7.5 - - 9.8 HCM Lane LOS B A - - A - - A HCM 95th %tile Q(veh) 0.8 0.2 - - 0.1 - - 0.1 APPENDIX PAGE 265 HCM 6th TWSC 7: BELT LINE RD & Dwy 3 Build out 2024 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - stop control.syn Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 41 1419 27 0 1670 Future Vol, veh/h 0 41 1419 27 0 1670 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 45 1542 29 0 1815 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 771 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *601 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *601 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 11.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 601 - HCM Lane V/C Ratio - - 0.074 - HCM Control Delay (s) - - 11.5 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 266 HCM 6th TWSC 8: BELT LINE RD & Dwy 2 Build out 2024 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - stop control.syn Page 5 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 102 1344 170 0 1670 Future Vol, veh/h 0 102 1344 170 0 1670 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 100 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 0 111 1461 185 0 1815 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 731 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.14 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.92 ---- Pot Cap-1 Maneuver 0 *627 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % 1 - - - Mov Cap-1 Maneuver - *627 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 12 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 627 - HCM Lane V/C Ratio - - 0.177 - HCM Control Delay (s) - - 12 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.6 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 267 HCM 6th TWSC 9: Dwy 5 & Dividend Dr/DIVIDEND RD Build out 2024 Total Saturday - stop control.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - stop control.syn Page 6 Intersection Int Delay, s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 54 22 27 46 10 25 Future Vol, veh/h 54 22 27 46 10 25 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 59 24 29 50 11 27 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 83 0 179 71 Stage 1 - - - - 71 - Stage 2 - - - - 108 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1517 - 816 999 Stage 1 - - - - 956 - Stage 2 - - - - 916 - Platoon blocked, % - - 1 - 1 1 Mov Cap-1 Maneuver - - 1517 - 800 999 Mov Cap-2 Maneuver - - - - 800 - Stage 1 - - - - 956 - Stage 2 - - - - 898 - Approach EB WB NB HCM Control Delay, s 0 2.7 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 933 - - 1517 - HCM Lane V/C Ratio 0.041 - - 0.019 - HCM Control Delay (s) 9 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0.1 - APPENDIX PAGE 268 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2024 Total AM - Signal at Hackberry (Retail Dwy).syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal at Hackberry (Retail Dwy).syn Page 1 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 67 0 91 34 0 11 70 2139 17 71 1279 99 Future Vol, veh/h 67 0 91 34 0 11 70 2139 17 71 1279 99 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length -----0 100 --100 -- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 72 0 98 37 0 12 75 2300 18 76 1375 106 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2650 4048 741 3161 4092 1159 1481 0 0 2318 0 0 Stage 1 1580 1580 -2459 2459 ------- Stage 2 1070 2468 -702 1633 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 --5.34 -- Critical Hdwy Stg 1 7.34 5.54 -7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 -6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 --3.12 -- Pot Cap-1 Maneuver *301 3 *622 *63 3 *427 743 --*537 -- Stage 1 *475 501 -*365 371 ------- Stage 2 *439 363 -*638 463 ------- Platoon blocked, %1 1 1 1 1 1 1 --1 -- Mov Cap-1 Maneuver *241 2 *622 *43 2 *427 743 --*537 -- Mov Cap-2 Maneuver *241 2 -*43 2 ------- Stage 1 *427 429 -*329 333 ------- Stage 2 *383 326 -*462 397 ------- Approach EB WB NB SB HCM Control Delay, s 22.6 182.5 0.3 0.6 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)743 --372 43 427 * 537 -- HCM Lane V/C Ratio 0.101 --0.457 0.85 0.028 0.142 -- HCM Control Delay (s)10.4 --22.6 237.1 13.7 12.8 -- HCM Lane LOS B --C F B B -- HCM 95th %tile Q(veh)0.3 --2.3 3.3 0.1 0.5 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 269 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2024 Total PM - Signal at Hackberry (Retail Dwy).syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal at Hackberry (Retail Dwy).syn Page 1 Intersection Int Delay, s/veh 27.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 67 0 27 91 0 30 124 2146 28 119 1664 20 Future Vol, veh/h 67 0 27 91 0 30 124 2146 28 119 1664 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length -----0 100 --100 -- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 73 0 29 99 0 33 135 2333 30 129 1809 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 3281 4711 916 3600 4707 1182 1831 0 0 2363 0 0 Stage 1 2078 2078 -2618 2618 ------- Stage 2 1203 2633 -982 2089 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 --5.34 -- Critical Hdwy Stg 1 7.34 5.54 -7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 -6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 --3.12 -- Pot Cap-1 Maneuver *~ 68 0 *541 *~ 68 0 *427 *680 --*537 -- Stage 1 *304 356 -*217 262 ------- Stage 2 *439 254 -*555 349 ------- Platoon blocked, %1 1 1 1 1 1 1 --1 -- Mov Cap-1 Maneuver *~ 44 0 *541 *~ 45 0 *427 *680 --*537 -- Mov Cap-2 Maneuver *~ 44 0 -*~ 45 0 ------- Stage 1 *244 271 -*174 210 ------- Stage 2 *325 203 -*399 265 ------- Approach EB WB NB SB HCM Control Delay, s$ 489.6 $ 563.2 0.6 0.9 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)* 680 --60 45 427 * 537 -- HCM Lane V/C Ratio 0.198 --1.703 2.198 0.076 0.241 -- HCM Control Delay (s)11.6 --$ 489.6$ 744.2 14.1 13.8 -- HCM Lane LOS B --F F B B -- HCM 95th %tile Q(veh)0.7 --9.4 10.3 0.2 0.9 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 270 HCM 6th TWSC 2: BELT LINE RD & Retail Dwy/Dwy 1 Build out 2024 Total Saturday - Signal at Hackberry (Retail Dwy).syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal at Hackberry (Retail Dwy).syn Page 1 Intersection Int Delay, s/veh 227 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 119 0 111 77 0 25 124 1534 27 115 1118 88 Future Vol, veh/h 119 0 111 77 0 25 124 1534 27 115 1118 88 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized --None --None --None --None Storage Length -----0 100 --100 -- Veh in Median Storage, #-0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 129 0 121 84 0 27 135 1667 29 125 1215 96 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2450 3479 656 2688 3513 848 1311 0 0 1696 0 0 Stage 1 1513 1513 -1952 1952 ------- Stage 2 937 1966 -736 1561 ------- Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 --5.34 -- Critical Hdwy Stg 1 7.34 5.54 -7.34 5.54 ------- Critical Hdwy Stg 2 6.74 5.54 -6.74 5.54 ------- Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 --3.12 -- Pot Cap-1 Maneuver *~ 33 6 *681 *~ 23 6 *575 690 --704 -- Stage 1 *338 412 -*304 363 ------- Stage 2 *590 355 -*699 385 ------- Platoon blocked, %1 1 1 --1 -- Mov Cap-1 Maneuver *~ 23 4 *681 *~ 14 4 *575 690 --704 -- Mov Cap-2 Maneuver *~ 23 4 -*~ 14 4 ------- Stage 1 *272 339 -*244 292 ------- Stage 2 *452 285 -*473 317 ------- Approach EB WB NB SB HCM Control Delay, s$ 2351.8 $ 2099.5 0.8 1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h)690 --43 14 575 704 -- HCM Lane V/C Ratio 0.195 --5.814 5.978 0.047 0.178 -- HCM Control Delay (s)11.5 --$ 2351.8$ 2777.4 11.6 11.2 -- HCM Lane LOS B --F F B B -- HCM 95th %tile Q(veh)0.7 --29.1 11.5 0.1 0.6 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon APPENDIX PAGE 271 Timings 3: Belt Line Rd & Hackberry Rd Build out 2024 Total AM - Signal at Hackberry.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal at Hackberry.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph)32 20 33 145 30 140 70 1977 602 10 95 1628 Future Volume (vph)32 20 33 145 30 140 70 1977 602 10 95 1628 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)34 21 35 153 32 147 74 2081 634 11 100 1714 Shared Lane Traffic (%) Lane Group Flow (vph)34 56 0 153 179 0 74 2081 634 0 111 1732 Turn Type D.P+P NA D.P+P NA D.P+P NA Perm D.P+P D.P+P NA Protected Phases 7 4 3 8 5 2 1 1 6 Permitted Phases 8 4 6 2 2 2 Detector Phase 7 4 3 8 5 2 2 1 1 6 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)8.0 20.0 8.0 20.0 8.0 20.0 20.0 8.0 8.0 20.0 Total Split (s)25.0 20.0 25.0 20.0 20.0 95.0 95.0 20.0 20.0 95.0 Total Split (%)15.6%12.5%15.6%12.5%12.5%59.4%59.4%12.5%12.5%59.4% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max C-Max None None C-Max Act Effct Green (s)24.2 7.9 24.2 17.3 120.6 109.3 109.3 120.6 104.6 Actuated g/C Ratio 0.15 0.05 0.15 0.11 0.75 0.68 0.68 0.75 0.65 v/c Ratio 0.26 0.48 0.63 0.64 0.25 0.60 0.54 0.56 0.41 Control Delay 56.6 47.2 70.3 35.6 6.8 7.1 2.9 24.8 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.0 0.0 Total Delay 56.6 47.2 70.3 35.6 6.8 7.4 3.4 24.8 9.5 LOS E D E D A A A C A Approach Delay 50.7 51.6 6.5 10.5 Approach LOS D D A B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 38 (24%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 11.7 Intersection LOS: B Intersection Capacity Utilization 70.9%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Belt Line Rd & Hackberry Rd APPENDIX PAGE 272 Timings 3: Belt Line Rd & Hackberry Rd Build out 2024 Total AM - Signal at Hackberry.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Signal at Hackberry.syn Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph)17 Future Volume (vph)17 Peak Hour Factor 0.95 Adj. Flow (vph)18 Shared Lane Traffic (%) Lane Group Flow (vph)0 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 273 Timings 3: Belt Line Rd & Hackberry Rd Build out 2024 Total PM - Signal at Hackberry.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal at Hackberry.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph)35 10 21 220 40 158 124 1920 246 3 98 2118 Future Volume (vph)35 10 21 220 40 158 124 1920 246 3 98 2118 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)37 11 22 234 43 168 132 2043 262 3 104 2253 Shared Lane Traffic (%) Lane Group Flow (vph)37 33 0 234 211 0 132 2043 262 0 107 2271 Turn Type D.P+P NA D.P+P NA D.P+P NA Perm D.P+P D.P+P NA Protected Phases 7 4 3 8 5 2 1 1 6 Permitted Phases 8 4 6 2 2 2 Detector Phase 7 4 3 8 5 2 2 1 1 6 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)8.0 20.0 8.0 20.0 8.0 20.0 20.0 8.0 8.0 20.0 Total Split (s)25.0 20.0 25.0 20.0 20.0 95.0 95.0 20.0 20.0 95.0 Total Split (%)15.6%12.5%15.6%12.5%12.5%59.4%59.4%12.5%12.5%59.4% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max C-Max None None C-Max Act Effct Green (s)27.9 8.6 27.9 20.9 116.9 106.2 106.2 116.9 100.9 Actuated g/C Ratio 0.17 0.05 0.17 0.13 0.73 0.66 0.66 0.73 0.63 v/c Ratio 0.28 0.30 0.81 0.71 0.58 0.61 0.24 0.55 0.56 Control Delay 54.7 40.9 80.1 48.2 52.2 11.9 4.4 39.0 13.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.0 0.0 Total Delay 54.7 40.9 80.1 48.2 52.2 12.1 4.8 39.0 13.2 LOS D D F D D B A D B Approach Delay 48.2 65.0 13.5 14.3 Approach LOS D E B B Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 105 (66%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 18.6 Intersection LOS: B Intersection Capacity Utilization 71.5%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Belt Line Rd & Hackberry Rd APPENDIX PAGE 274 Timings 3: Belt Line Rd & Hackberry Rd Build out 2024 Total PM - Signal at Hackberry.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Signal at Hackberry.syn Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph)17 Future Volume (vph)17 Peak Hour Factor 0.94 Adj. Flow (vph)18 Shared Lane Traffic (%) Lane Group Flow (vph)0 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 275 Timings 3: Belt Line Rd & Hackberry Rd Build out 2024 Total Saturday - Signal at Hackberry.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal at Hackberry.syn Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations Traffic Volume (vph)49 20 53 180 10 152 124 1208 198 13 155 1479 Future Volume (vph)49 20 53 180 10 152 124 1208 198 13 155 1479 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph)56 23 60 205 11 173 141 1373 225 15 176 1681 Shared Lane Traffic (%) Lane Group Flow (vph)56 83 0 205 184 0 141 1373 225 0 191 1699 Turn Type D.P+P NA D.P+P NA D.P+P NA Perm D.P+P D.P+P NA Protected Phases 7 4 3 8 5 2 1 1 6 Permitted Phases 8 4 6 2 2 2 Detector Phase 7 4 3 8 5 2 2 1 1 6 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)8.0 20.0 8.0 20.0 8.0 20.0 20.0 8.0 8.0 20.0 Total Split (s)16.0 16.0 20.0 20.0 18.0 46.0 46.0 18.0 18.0 46.0 Total Split (%)16.0%16.0%20.0%20.0%18.0%46.0%46.0%18.0%18.0%46.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lag Lag Lag Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None C-Max C-Max None None C-Max Act Effct Green (s)20.6 7.5 20.6 13.9 64.2 53.1 53.1 64.2 50.2 Actuated g/C Ratio 0.21 0.08 0.21 0.14 0.64 0.53 0.53 0.64 0.50 v/c Ratio 0.25 0.46 0.62 0.50 0.44 0.51 0.24 0.58 0.53 Control Delay 29.5 25.6 40.1 12.0 19.4 10.2 1.7 17.4 18.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 Total Delay 29.5 25.6 40.1 12.0 19.4 10.4 1.7 17.4 18.7 LOS C C D B B B A B B Approach Delay 27.2 26.8 10.0 18.6 Approach LOS C C A B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 86 (86%), Referenced to phase 2:NBSB and 6:NBSB, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 16.0 Intersection LOS: B Intersection Capacity Utilization 60.3%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Belt Line Rd & Hackberry Rd APPENDIX PAGE 276 Timings 3: Belt Line Rd & Hackberry Rd Build out 2024 Total Saturday - Signal at Hackberry.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Signal at Hackberry.syn Page 2 Lane Group SBR Lane Configurations Traffic Volume (vph)16 Future Volume (vph)16 Peak Hour Factor 0.88 Adj. Flow (vph)18 Shared Lane Traffic (%) Lane Group Flow (vph)0 Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 277 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total AM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Frontage Road Improvements.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 868 125 667 216 1928 0 0 1638 161 Future Volume (vph)0 0 0 868 125 667 216 1928 0 0 1638 161 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)0 0 0 964 139 741 240 2142 0 0 1820 179 Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 482 621 741 240 2142 0 0 1820 179 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 23 21 22 23 22 Permitted Phases 24 21 22 23 22 Detector Phase 24 24 24 21 23 21 22 23 22 22 Switch Phase Minimum Initial (s)12.0 12.0 12.0 12.0 12.0 Minimum Split (s)18.9 18.9 18.9 18.2 18.2 Total Split (s)48.0 48.0 48.0 82.0 82.0 Total Split (%)30.0%30.0%30.0%51.3%51.3% Yellow Time (s)5.0 5.0 5.0 4.9 4.9 All-Red Time (s)1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.9 6.9 6.9 6.2 6.2 Lead/Lag Lag Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s)41.1 41.1 41.1 94.4 103.2 75.8 75.8 Actuated g/C Ratio 0.26 0.26 0.26 0.59 0.64 0.47 0.47 v/c Ratio 1.17 1.12dl 0.87 0.83 0.65 0.51 0.21 Control Delay 149.0 60.8 54.1 62.8 16.2 22.9 2.9 Queue Delay 0.0 0.0 0.0 0.0 47.7 0.0 0.0 Total Delay 149.0 60.8 54.1 62.8 63.9 22.9 2.9 LOS F E D E E C A Approach Delay 81.2 63.8 21.1 Approach LOS F E C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay: 55.2 Intersection LOS: E Intersection Capacity Utilization 78.3%ICU Level of Service D Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 278 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total AM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Frontage Road Improvements.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s)14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s)15.0 15.0 42.0 55.0 16.0 47.0 Total Split (%)9%9%26%34%10%29% Yellow Time (s)4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s)4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 279 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total AM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Frontage Road Improvements.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)469 94 251 0 0 0 0 1596 328 570 2043 0 Future Volume (vph)469 94 251 0 0 0 0 1596 328 570 2043 0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph)533 107 285 0 0 0 0 1814 373 648 2322 0 Shared Lane Traffic (%) Lane Group Flow (vph)533 107 285 0 0 0 0 1814 373 648 2322 0 Turn Type Split NA Perm NA Perm custom NA Protected Phases 28 28 26 25 27 25 26 27 Permitted Phases 28 26 25 26 Detector Phase 28 28 28 26 26 25 27 25 26 27 Switch Phase Minimum Initial (s)12.0 12.0 12.0 12.0 12.0 Minimum Split (s)18.8 18.8 18.8 18.4 18.4 Total Split (s)47.0 47.0 47.0 55.0 55.0 Total Split (%)29.4%29.4%29.4%34.4%34.4% Yellow Time (s)5.0 5.0 5.0 4.9 4.9 All-Red Time (s)1.8 1.8 1.8 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.8 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s)31.3 31.3 31.3 48.6 48.6 97.3 113.7 Actuated g/C Ratio 0.20 0.20 0.20 0.30 0.30 0.61 0.71 v/c Ratio 0.79 0.29 0.63 1.17 0.57 0.55 0.64 Control Delay 70.1 55.6 26.4 133.8 19.2 22.3 5.7 Queue Delay 0.0 0.0 0.0 0.5 0.0 0.0 0.0 Total Delay 70.1 55.6 26.4 134.3 19.2 22.3 5.8 LOS E E C F B C A Approach Delay 54.9 114.7 9.4 Approach LOS D F A Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 81 (51%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay: 54.2 Intersection LOS: D Intersection Capacity Utilization 78.3%ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 280 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total AM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total AM - Frontage Road Improvements.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s)14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s)15.0 82.0 15.0 48.0 42.0 16.0 Total Split (%)9%51%9%30%26%10% Yellow Time (s)4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s)4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 281 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total PM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Frontage Road Improvements.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 882 176 564 274 1547 0 0 2150 223 Future Volume (vph)0 0 0 882 176 564 274 1547 0 0 2150 223 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)0 0 0 909 181 581 282 1595 0 0 2216 230 Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 454 636 581 282 1595 0 0 2216 230 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 23 21 22 23 22 Permitted Phases 24 21 22 23 22 Detector Phase 24 24 24 21 23 21 22 23 22 22 Switch Phase Minimum Initial (s)12.0 12.0 12.0 12.0 12.0 Minimum Split (s)18.9 18.9 18.9 18.2 18.2 Total Split (s)40.0 40.0 40.0 75.0 75.0 Total Split (%)25.0%25.0%25.0%46.9%46.9% Yellow Time (s)5.0 5.0 5.0 4.9 4.9 All-Red Time (s)1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s)33.1 33.1 33.1 93.6 111.2 68.8 68.8 Actuated g/C Ratio 0.21 0.21 0.21 0.58 0.70 0.43 0.43 v/c Ratio 1.36 1.31dl 0.84 0.81 0.45 0.68 0.30 Control Delay 227.5 84.8 57.9 51.0 2.7 32.7 11.0 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Delay 227.5 84.8 57.9 51.0 2.9 32.7 11.0 LOS F F E D A C B Approach Delay 114.2 10.1 30.7 Approach LOS F B C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 47.5 Intersection LOS: D Intersection Capacity Utilization 104.7%ICU Level of Service G Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 282 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total PM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Frontage Road Improvements.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s)14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s)30.0 15.0 28.0 77.0 18.0 37.0 Total Split (%)19%9%18%48%11%23% Yellow Time (s)4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s)4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 283 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total PM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Frontage Road Improvements.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)185 54 247 0 0 0 0 1824 780 1001 2093 0 Future Volume (vph)185 54 247 0 0 0 0 1824 780 1001 2093 0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph)189 55 252 0 0 0 0 1861 796 1021 2136 0 Shared Lane Traffic (%) Lane Group Flow (vph)189 55 252 0 0 0 0 1861 796 1021 2136 0 Turn Type Split NA Perm NA Perm custom NA Protected Phases 28 28 26 25 27 25 26 27 Permitted Phases 28 26 25 26 Detector Phase 28 28 28 26 26 25 27 25 26 27 Switch Phase Minimum Initial (s)12.0 12.0 12.0 12.0 12.0 Minimum Split (s)18.8 18.8 18.8 18.4 18.4 Total Split (s)37.0 37.0 37.0 77.0 77.0 Total Split (%)23.1%23.1%23.1%48.1%48.1% Yellow Time (s)5.0 5.0 5.0 4.9 4.9 All-Red Time (s)1.8 1.8 1.8 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.8 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s)18.3 18.3 18.3 70.6 70.6 110.3 126.7 Actuated g/C Ratio 0.11 0.11 0.11 0.44 0.44 0.69 0.79 v/c Ratio 0.48 0.26 0.82 0.83 0.86 1.04 0.53 Control Delay 69.3 65.2 50.4 43.4 29.3 75.0 3.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Total Delay 69.3 65.2 50.4 43.4 29.3 75.0 3.2 LOS E E D D C E A Approach Delay 59.2 39.2 26.4 Approach LOS E D C Intersection Summary Cycle Length: 160 Actuated Cycle Length: 160 Offset: 7 (4%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.36 Intersection Signal Delay: 34.4 Intersection LOS: C Intersection Capacity Utilization 104.7%ICU Level of Service G Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 284 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total PM - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total PM - Frontage Road Improvements.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s)14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s)30.0 75.0 15.0 40.0 28.0 18.0 Total Split (%)19%47%9%25%18%11% Yellow Time (s)4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s)4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 285 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total Saturday - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Frontage Road Improvements.syn Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 0 0 844 64 467 178 1067 0 0 1434 169 Future Volume (vph)0 0 0 844 64 467 178 1067 0 0 1434 169 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)0 0 0 898 68 497 189 1135 0 0 1526 180 Shared Lane Traffic (%)50% Lane Group Flow (vph)0 0 0 449 517 497 189 1135 0 0 1526 180 Turn Type Split NA Perm pm+pt NA NA Perm Protected Phases 24 24 21 23 21 22 23 22 Permitted Phases 24 21 22 23 22 Detector Phase 24 24 24 21 23 21 22 23 22 22 Switch Phase Minimum Initial (s)12.0 12.0 12.0 12.0 12.0 Minimum Split (s)18.9 18.9 18.9 18.2 18.2 Total Split (s)33.0 33.0 33.0 37.0 37.0 Total Split (%)33.0%33.0%33.0%37.0%37.0% Yellow Time (s)5.0 5.0 5.0 4.9 4.9 All-Red Time (s)1.9 1.9 1.9 1.3 1.3 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.9 6.9 6.9 6.2 6.2 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s)26.1 26.1 26.1 40.6 58.2 30.8 30.8 Actuated g/C Ratio 0.26 0.26 0.26 0.41 0.58 0.31 0.31 v/c Ratio 1.07 1.03dl 0.55 0.66 0.38 0.66 0.28 Control Delay 100.5 36.1 19.3 29.9 2.6 31.6 2.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 100.5 36.1 19.3 29.9 2.6 31.6 2.4 LOS F D B C A C A Approach Delay 50.2 6.5 28.6 Approach LOS D A C Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 29.1 Intersection LOS: C Intersection Capacity Utilization 83.1%ICU Level of Service E Analysis Period (min) 15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 4: Belt Line & IH 635 WBFR APPENDIX PAGE 286 Timings 4: Belt Line & IH 635 WBFR Build out 2024 Total Saturday - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Frontage Road Improvements.syn Page 4 Lane Group Ø21 Ø23 Ø25 Ø26 Ø27 Ø28 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 23 25 26 27 28 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)6.0 6.0 6.0 12.0 6.0 12.0 Minimum Split (s)14.8 14.8 14.2 18.4 14.2 18.8 Total Split (s)15.0 15.0 15.0 37.0 20.0 28.0 Total Split (%)15%15%15%37%20%28% Yellow Time (s)4.0 4.0 4.0 4.9 4.0 5.0 All-Red Time (s)4.8 4.8 4.2 1.5 4.2 1.8 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lag Lead Lag Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode Min Min Min C-Max Min None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 287 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total Saturday - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Frontage Road Improvements.syn Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)140 82 155 0 0 0 0 1137 527 856 1440 0 Future Volume (vph)140 82 155 0 0 0 0 1137 527 856 1440 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)149 87 165 0 0 0 0 1210 561 911 1532 0 Shared Lane Traffic (%) Lane Group Flow (vph)149 87 165 0 0 0 0 1210 561 911 1532 0 Turn Type Split NA Perm NA Perm custom NA Protected Phases 28 28 26 25 27 25 26 27 Permitted Phases 28 26 25 26 Detector Phase 28 28 28 26 26 25 27 25 26 27 Switch Phase Minimum Initial (s)12.0 12.0 12.0 12.0 12.0 Minimum Split (s)18.8 18.8 18.8 18.4 18.4 Total Split (s)28.0 28.0 28.0 37.0 37.0 Total Split (%)28.0%28.0%28.0%37.0%37.0% Yellow Time (s)5.0 5.0 5.0 4.9 4.9 All-Red Time (s)1.8 1.8 1.8 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.8 6.8 6.8 6.4 6.4 Lead/Lag Lead Lead Lead Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Recall Mode None None None C-Max C-Max Act Effct Green (s)12.5 12.5 12.5 30.6 30.6 56.1 72.5 Actuated g/C Ratio 0.12 0.12 0.12 0.31 0.31 0.56 0.72 v/c Ratio 0.35 0.38 0.42 0.78 0.73 0.85 0.42 Control Delay 42.4 45.1 4.8 35.8 14.8 30.0 1.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.4 45.1 4.8 35.8 14.8 30.0 1.9 LOS D D A D B C A Approach Delay 27.5 29.1 12.4 Approach LOS C C B Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 12 (12%), Referenced to phase 22:NBSB and 26:, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 20.1 Intersection LOS: C Intersection Capacity Utilization 83.1%ICU Level of Service E Analysis Period (min) 15 Splits and Phases: 5: Belt Line & IH 635 EBFR APPENDIX PAGE 288 Timings 5: Belt Line & IH 635 EBFR Build out 2024 Total Saturday - Frontage Road Improvements.syn LEE Engineering, LLC Synchro 11 Report Build out 2024 Total Saturday - Frontage Road Improvements.syn Page 6 Lane Group Ø21 Ø22 Ø23 Ø24 Ø25 Ø27 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 21 22 23 24 25 27 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)6.0 12.0 6.0 12.0 6.0 6.0 Minimum Split (s)14.8 18.2 14.8 18.9 14.2 14.2 Total Split (s)15.0 37.0 15.0 33.0 15.0 20.0 Total Split (%)15%37%15%33%15%20% Yellow Time (s)4.0 4.9 4.0 5.0 4.0 4.0 All-Red Time (s)4.8 1.3 4.8 1.9 4.2 4.2 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Recall Mode Min C-Max Min None Min Min Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Intersection Summary APPENDIX PAGE 289 REDISTRIBUTION OF TRAFFIC VOLUMES FOR FULL MEDIAN OPENING AT HACLBERRY ROAD APPENDIX PAGE 290 APPENDIX PAGE 291 SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Retail Dwy Hackberry Rd CVS DwyQT DwyHackberry Rd Dividend Dr Dividend Dr STUDY INTERSECTION LEGEND Figure 7 AM (PM) [SATURDAY] PEAK HOUR VOLUMES Build Out Year (2024) Background Peak Hour Traffic Volumes 89 (89) [159]139 (247) [247]81 (145) [60] 23 (30) [9] 27 (41) [10]21 (27) [7]121 (67) [41]1,425 (1,513) [1,267]68 (23) [11]114 (45) [47]1,669 (1,770) [1,100]165 (71) [36]67 (58) [85]67 (153) [67] 13 (6) [11] 47 (107) [41]1,682 (2,151) [1,428]99 (20) [88]91 (27) [111]1,985 (1,896) [1,281]132 (141) [136]585 (217) [170]1,913 (1,817) [1,112]33 (21) [53]14 (4) [17]95 (98) [155]1,571 (1,960) [1,340]17 (17) [16]868 (882) [844] 125 (176) [64] 617 (479) [385]1,547 (1,908) [1,230]149 (193) [143]1,827 (1,377) [902]216 (274) [178]536 (909) [780]1,986 (1,942) [1,313]251 (247) [155] 94 (54) [82] 452 (156) [112]328 (780) [527]1,511 (1,682) [1,000]Belt Line Rd107 (14) [20] 142 (143) [81] 4 (3) [4] 21 (107) [9] 13 (30) [10]30 (23) [9]26 (33) [10]APPENDIX PAGE 292 APPENDIX PAGE 293 SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 11 NOT TO SCALEN DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 3 Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5Dwy 4STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES Peak Hour Traffic Volumes - Phase 1 + 2 Build Out Year (2024) Total Site Generated Dwy 2 17 (28) [27] 17 (28) [27]11 (30) [25]5 (12) [10]17 (28) [27] 5 (12) [10]11 (30) [25]41 (109) [92]34 (91) [76] 5 (12) [10] 7 (18) [15]73 (194) [163]7 (18) [15]18 (48) [41]105 (210) [192]17 (28) [27]61 (163) [137]105 (210) [192]45 (121) [102]71 (119) [115]34 (91) [76]68 (182) [153] 11 (30) [25]17 (28) [27]126 (216) [208]8 (18) [16]102 (272) [229]91 (242) [204]11 (30) [25]101 (170) [165]34 (91) [76]57 (151) [127]17 (28) [27]11 (30) [25]5 (12) [10]17 (28) [27]84 (142) [137]50 (85) [82] 3 (6) [5] 13 (23) [22]17 (28) [27]134 (227) [220]104 (176) [17033 (71) [63]3 (6) [5] 13 (23) [22]50 (85) [82]67 (113) [110]50 (85) [82] 13 (23) [22] 13 (23) [22] 11 (30) [25] APPENDIX PAGE 294 APPENDIX PAGE 295 PRELIMINARY TRAFFIC SIGNAL WARRANT ANALYSIS BACKGROUND INFORMATION APPENDIX PAGE 296 The following figures and tables were used in estimating hourly traffic volumes at the Belt Line Road and Hackberry Road intersection, all of which are included with this document: 1) Figure 13 – Build-Out Year (2024) Total Peak Hour Site Traffic Volumes 2) Traffic volume data collected on NB Belt Line Road approaching Dividend Drive (10/12/2021) 3) Traffic volume data collected on SB Belt Line Road approaching Dividend Drive (10/12/2021) 4) TxDOT Traffic Count Database System counts on SB Belt Line Road, south of Hackberry Road (11/20/2019) Eastbound Point West Driveway A - Eastbound left turns (Background) – See Figure 7B:  Redistributed 10% of the EB left turn and through volumes on Dividend Drive to use the signal at Hackberry Road (B)  Redistributed 25% of the EB left turn volumes on the Point West Retail Driveway (at future median opening) to use the signal at Hackberry Road (C)  Redistributed 25% of the SB U-turn volumes on Belt Line Road at the Hackberry Road intersection to use the signal at Hackberry Road (D)  Hourly traffic volumes for these movements were calculated using the hourly distribution collected on NB Belt Line Road approaching Dividend Drive (10/12/2021) B - Eastbound right turns (Background):  Hourly traffic volumes for these movements were calculated using the hourly distribution collected on SB Belt Line Road approaching Dividend Drive (10/12/2021) Westbound Hackberry Road C - Westbound left turns (Background) – See Figure 7B:  Redistributed 10% of the WB left turn volumes on Dividend Drive to use the signal at Hackberry Road (A)  Redistributed 10% of the WB left turn and through volumes on IH 635 WBFR approaching Belt Line Road – traffic assumed to use Cypress Waters Boulevard to access the IH 635 WBFR (E)  Hourly traffic volumes for these movements were calculated using the hourly distribution collected on SB Belt Line Road approaching Dividend Drive (10/12/2021) D - Westbound left turns (Site) – See Figure 11B:  Redistributed 10% of the WB left turn site volumes on Dividend Drive to use the signal at Hackberry Road (A)  Redistributed 50% of the WB left turn site volumes on Retail Driveway 1 (at future median opening) to use signal at Hackberry Road (B)  The hourly distribution was determined by using hourly variation information provided in the ITE Trip Generation Manual, 11th Edition. APPENDIX PAGE 297 E - Westbound right turns (Background):  Hourly traffic volumes for these movements were calculated using the hourly distribution collected on NB Belt Line Road approaching Dividend Drive (10/12/2021) F - Westbound right turns (Site):  The hourly distribution was determined by using hourly variation information provided in the ITE Trip Generation Manual, 11th Edition. G - Southbound Left Turns on Belt Line Road  Used traffic volumes from TxDOT’s Traffic Count Database System counts on SB Belt Line Road, south of Hackberry Road (11/20/2019) APPENDIX PAGE 298 SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 13 DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 2 Dwy 3 Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5Dwy 4STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES Build-Out Year (2024) Total Peak Hour Traffic Volumes 11 (30) [25]5 (12) [10]11 (30) [25]41 (109) [92]18 (48) [41] 45 (121) [102] 68 (182) [153] 11 (30) [25]11 (30) [25]5 (12) [10]139 (247) [247]NOT TO SCALEN 17 (28) [27] 51 (165) [46] 13 (23) [22] 148 (67) [54] 17 (28) [27] 26 (119) [19] 13 (30) [10]30 (23) [9]26 (33) [10]50 (85) [82] 120 (37) [42] 142 (143) [81] 4 (3) [4] 115 (236) [136] 27 (42) [19] 34 (59) [25]21 (27) [7]171 (152) [124]1,492 (1,626) [1,377]68 (23) [11]114 (45) [47]1,742 (1,964) [1,262]172 (89) [51]67 (58) [85]70 (159) [72] 26 (28) [33] 47 (107) [41]1,744 (2,079) [1,670]1,744 (2,079) [1,670]17 (28) [27]2,046 (2,060) [1,419]104 (176) [170]2,017 (1,967) [1,344]71 (119) [115]1,716 (2,241) [1,504]99 (20) [88]17 (28) [27]2,110 (2,113) [1,489]91 (27) [111] 0 (0) [0] 89 (89) [159] 140 (158) [152]14 (4) [17]95 (98) [155]1,673 (2,237) [1,569]17 (17) [16]33 (21) [53]602 (246) [198]2,048 (2,044) [1,332]135 (146) [142] 13 (23) [22] 680 (315) [325] 17 (28) [27] 868 (882) [844] 125 (176) [64] 667 (564) [467]1,638 (2,150) [1,434]161 (223) [169]328 (780) [527]1,595 (1,824) [1,137]251 (247) [155] 94 (54) [82] 469 (185) [140]1,928 (1,547) [1,067]216 (274) [178]570 (1,001) [856]2,043 (2,093) [1,440]APPENDIX PAGE 299 TIME 0:00 0:15 0:30 0:45 Total 1.30 0:00 22 32 28 21 103 134 1:00 16 21 11 12 60 78 2:00 12 10 12 5 39 51 3:00 20 11 24 40 95 124 4:00 48 33 54 68 203 264 5:00 94 108 210 227 639 831 6:00 194 174 289 300 957 1,244 7:00 327 372 323 398 1,420 1,846 8:00 319 286 378 322 1,305 1,697 9:00 248 204 208 214 874 1,136 10:00 171 208 224 218 821 1,067 11:00 230 229 270 258 987 1,283 12:00 244 262 300 280 1,086 1,412 13:00 262 263 269 286 1,080 1,404 14:00 251 255 306 228 1,040 1,352 15:00 260 245 254 293 1,052 1,368 16:00 285 332 268 338 1,223 1,590 17:00 372 340 356 362 1,430 1,859 18:00 304 309 240 265 1,118 1,453 19:00 223 196 189 154 762 991 20:00 175 114 152 97 538 699 21:00 120 104 92 78 394 512 22:00 78 60 44 52 234 304 23:00 38 56 24 30 148 192 TOTAL:17,608 The A.M. peak hour from 7:00 to 7:59 is 1420 The P.M. peak hour from 17:00 to 17:59 is 1430 NB Belt Line Road South of Dividend Drive Date Began: 10/12/2021 0 200 400 600 800 1,000 1,200 1,400 1,600 Volume Time APPENDIX PAGE 300 TIME 0:00 0:15 0:30 0:45 Total 1.30 0:00 32 19 42 38 131 170 1:00 12 9 7 10 38 49 2:00 14 9 10 5 38 49 3:00 16 12 6 12 46 60 4:00 15 18 24 38 95 124 5:00 55 44 69 70 238 309 6:00 107 132 184 225 648 842 7:00 194 270 354 311 1129 1,468 8:00 336 292 318 310 1256 1,633 9:00 264 202 218 183 867 1,127 10:00 180 196 194 192 762 991 11:00 200 211 226 242 879 1,143 12:00 273 258 254 230 1015 1,320 13:00 217 228 213 197 855 1,112 14:00 250 210 303 242 1005 1,307 15:00 261 255 348 253 1117 1,452 16:00 338 300 340 246 1224 1,591 17:00 354 330 284 296 1264 1,643 18:00 338 218 244 194 994 1,292 19:00 190 166 166 147 669 870 20:00 142 125 112 100 479 623 21:00 103 80 64 60 307 399 22:00 66 64 43 24 197 256 23:00 40 32 42 40 154 200 TOTAL:15,407 The A.M. peak hour from 7:30 to 8:29 is 1293 The P.M. peak hour from 16:30 to 17:29 is 1270 SB Belt Line Road North of Dividend Drive Date Began: 10/12/2021 0 200 400 600 800 1000 1200 1400 Volume Time APPENDIX PAGE 301 Belt Line SBLT 2019 2024 5 2019 Location ID Start Date 11/20/2019 3% Type End Date 11/21/2019 1.159274074 Functional Class Start Time 6:30 AM Located On End Time 6:30 AM Direction Direction Notes Community Count Source MPO_ID File Name Barcode_Data_18828_2019-12-15.zip HPMS ID Weather Agency Study Owner SYSTEM_QC QC Status Accepted 2019 1st 2nd 3rd 4th Existing SBLT 2024 SBLT 00:00 - 01:00 42 24 41 29 136 1.0%6 00:00 - 01:00 7 01:00 - 02:00 30 17 39 18 104 0.7%4 01:00 - 02:00 5 02:00 - 03:00 8 15 22 35 80 0.6%3 02:00 - 03:00 3 03:00 - 04:00 14 23 28 25 90 0.6%4 03:00 - 04:00 5 04:00 - 05:00 21 27 32 43 123 0.9%5 04:00 - 05:00 6 05:00 - 06:00 55 86 100 132 373 2.7%16 05:00 - 06:00 19 06:00 - 07:00 152 215 284 310 961 6.9%41 06:00 - 07:00 48 07:00 - 08:00 398 453 485 428 1,764 67 07:00 - 08:00 78 08:00 - 09:00 415 403 353 378 1,549 93 08:00 - 09:00 108 09:00 - 10:00 351 312 296 248 1,207 8.6%52 09:00 - 10:00 60 10:00 - 11:00 222 230 216 231 899 6.4%38 10:00 - 11:00 44 11:00 - 12:00 266 286 336 291 1,179 8.4%50 11:00 - 12:00 58 12:00 - 13:00 331 307 297 273 1,208 8.6%52 12:00 - 13:00 60 13:00 - 14:00 292 263 284 275 1,114 8.0%48 13:00 - 14:00 56 14:00 - 15:00 268 280 333 316 1,197 8.6%51 14:00 - 15:00 59 15:00 - 16:00 315 386 401 376 1,478 10.6%63 15:00 - 16:00 73 16:00 - 17:00 444 402 508 426 1,780 64 16:00 - 17:00 74 17:00 - 18:00 440 490 436 449 1,815 69 17:00 - 18:00 80 18:00 - 19:00 457 340 341 268 1,406 10.1%60 18:00 - 19:00 70 19:00 - 20:00 316 220 209 171 916 6.5%39 19:00 - 20:00 45 20:00 - 21:00 148 147 113 122 530 3.8%23 20:00 - 21:00 27 21:00 - 22:00 120 137 110 82 449 3.2%19 21:00 - 22:00 22 22:00 - 23:00 105 73 81 64 323 2.3%14 22:00 - 23:00 16 23:00 - 24:00 71 46 50 49 216 1.5%9 23:00 - 24:00 10 TOTAL 20,897 890 1,033 13,989 <-Removal of AM (2 hours) + PM (2 hours) peaks Average from peaks->891 Removal of AM (2 hours) + PM (2 hours) peaks->598 15.9%160 1,009 17.2%133 773 Interval: 15 mins Time 15 Min Hourly Count Texas Department of Transportation Location Info Count Data Info 57HP6994_SB I-SECTION 3 S Belt Line Rd SB Coppell 282 APPENDIX PAGE 302 0.10 0.25 2024 New New Background Hackberry Hackberry Hackberry TIME 0:00 0:15 0:30 0:45 Total EB Left EB Left EB Left 0:00 22 32 28 21 103 0.07 6 1 6 2 3 1:00 16 21 11 12 60 0.04 4 0 4 1 1 2:00 12 10 12 5 39 0.03 2 0 2 1 1 3:00 20 11 24 40 95 0.07 6 1 6 1 2 4:00 48 33 54 68 203 0.14 12 1 13 3 4 5:00 94 108 210 227 639 0.45 39 4 40 10 14 6:00 194 174 289 300 957 0.67 58 6 60 15 21 7:00 327 372 323 398 1420 1.00 60 -6 89 -22 28 8:00 319 286 378 322 1305 0.92 79 8 82 20 28 9:00 248 204 208 214 874 0.61 53 5 55 14 19 10:00 171 208 224 218 821 0.58 50 5 51 13 18 11:00 230 229 270 258 987 0.69 60 6 62 15 21 12:00 244 262 300 280 1086 0.76 66 7 68 17 24 13:00 262 263 269 286 1080 0.76 66 7 67 17 24 14:00 251 255 306 228 1040 0.73 63 6 65 16 22 15:00 260 245 254 293 1052 0.74 64 6 66 16 22 16:00 285 332 268 338 1223 0.86 74 7 76 19 26 17:00 372 340 356 362 1430 1.00 113 -11 89 -22 33 18:00 304 309 240 265 1118 0.78 68 7 70 17 24 19:00 223 196 189 154 762 0.53 46 5 48 12 17 20:00 175 114 152 97 538 0.38 33 3 34 8 11 21:00 120 104 92 78 394 0.28 24 2 25 6 8 22:00 78 60 44 52 234 0.16 14 1 15 4 5 23:00 38 56 24 30 148 0.10 9 1 9 2 3 Retail Dwy EB Left NB Belt Line Road South of Dividend Drive Date Began: 10/12/2021 Dividend EB Left+Through APPENDIX PAGE 303 SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Retail Dwy Hackberry Rd CVS DwyQT DwyHackberry Rd Dividend Dr Dividend Dr STUDY INTERSECTION LEGEND Figure 7 AM (PM) [SATURDAY] PEAK HOUR VOLUMES Build Out Year (2024) Background Peak Hour Traffic Volumes 89 (89) [159]139 (247) [247]81 (145) [60] 23 (30) [9] 27 (41) [10]21 (27) [7]121 (67) [41]1,425 (1,513) [1,267]68 (23) [11]114 (45) [47]1,669 (1,770) [1,100]165 (71) [36]67 (58) [85]67 (153) [67] 13 (6) [11] 47 (107) [41]1,682 (2,151) [1,428]99 (20) [88]91 (27) [111]1,985 (1,896) [1,281]132 (141) [136]585 (217) [170]1,913 (1,817) [1,112]33 (21) [53]14 (4) [17]95 (98) [155]1,571 (1,960) [1,340]17 (17) [16]868 (882) [844] 125 (176) [64] 617 (479) [385]1,547 (1,908) [1,230]149 (193) [143]1,827 (1,377) [902]216 (274) [178]536 (909) [780]1,986 (1,942) [1,313]251 (247) [155] 94 (54) [82] 452 (156) [112]328 (780) [527]1,511 (1,682) [1,000]Belt Line Rd107 (14) [20] 142 (143) [81] 4 (3) [4] 21 (107) [9] 13 (30) [10]30 (23) [9]26 (33) [10]APPENDIX PAGE 304 TIME 0:00 0:15 0:30 0:45 Total 0:00 32 19 42 38 131 0.11 3 1:00 12 9 7 10 38 0.03 1 2:00 14 9 10 5 38 0.03 1 3:00 16 12 6 12 46 0.04 1 4:00 15 18 24 38 95 0.08 2 5:00 55 44 69 70 238 0.20 5 6:00 107 132 184 225 648 0.54 15 7:00 194 270 354 311 1129 0.94 33 33 8:00 336 292 318 310 1256 1.05 28 9:00 264 202 218 183 867 0.72 20 10:00 180 196 194 192 762 0.64 17 11:00 200 211 226 242 879 0.73 20 12:00 273 258 254 230 1015 0.85 23 13:00 217 228 213 197 855 0.71 19 14:00 250 210 303 242 1005 0.84 23 15:00 261 255 348 253 1117 0.93 25 16:00 338 300 340 246 1224 1.02 28 17:00 354 330 284 296 1264 1.06 21 21 18:00 338 218 244 194 994 0.83 22 19:00 190 166 166 147 669 0.56 15 20:00 142 125 112 100 479 0.40 11 21:00 103 80 64 60 307 0.26 7 22:00 66 64 43 24 197 0.16 4 23:00 40 32 42 40 154 0.13 3 Hackberry EB Right SB Belt Line Road North of Dividend Drive Date Began: 10/12/2021 APPENDIX PAGE 305 0.10 0.10 2024 New New Background Hackberry Hackberry Hackberry TIME 0:00 0:15 0:30 0:45 Total WB Left WB Left WB Left 0:00 32 19 42 38 131 0.11 12 1 112 11 12 1:00 12 9 7 10 38 0.03 4 0 33 3 3 2:00 14 9 10 5 38 0.03 4 0 33 3 3 3:00 16 12 6 12 46 0.04 4 0 39 4 4 4:00 15 18 24 38 95 0.08 9 1 81 8 9 5:00 55 44 69 70 238 0.20 22 2 204 20 22 6:00 107 132 184 225 648 0.54 61 6 555 56 62 7:00 194 270 354 311 1129 0.94 81 -8 993 -99 107 8:00 336 292 318 310 1256 1.05 119 12 1076 108 120 9:00 264 202 218 183 867 0.72 82 8 743 74 82 10:00 180 196 194 192 762 0.64 72 7 653 65 72 11:00 200 211 226 242 879 0.73 83 8 753 75 83 12:00 273 258 254 230 1015 0.85 96 10 870 87 97 13:00 217 228 213 197 855 0.71 81 8 733 73 81 14:00 250 210 303 242 1005 0.84 95 9 861 86 95 15:00 261 255 348 253 1117 0.93 105 11 957 96 107 16:00 338 300 340 246 1224 1.02 116 12 1049 105 117 17:00 354 330 284 296 1264 1.06 145 -15 1058 -106 121 18:00 338 218 244 194 994 0.83 94 9 852 85 94 19:00 190 166 166 147 669 0.56 63 6 573 57 63 20:00 142 125 112 100 479 0.40 45 5 411 41 46 21:00 103 80 64 60 307 0.26 29 3 263 26 29 22:00 66 64 43 24 197 0.16 19 2 169 17 19 23:00 40 32 42 40 154 0.13 15 1 132 13 14 SB Belt Line Road North of Dividend Drive Date Began: 10/12/2021 635 EBFR WB Left +Through Dividend WB Left APPENDIX PAGE 306 SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 NOT TO SCALEN IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Retail Dwy Hackberry Rd CVS DwyQT DwyHackberry Rd Dividend Dr Dividend Dr STUDY INTERSECTION LEGEND Figure 7 AM (PM) [SATURDAY] PEAK HOUR VOLUMES Build Out Year (2024) Background Peak Hour Traffic Volumes 89 (89) [159]139 (247) [247]81 (145) [60] 23 (30) [9] 27 (41) [10]21 (27) [7]121 (67) [41]1,425 (1,513) [1,267]68 (23) [11]114 (45) [47]1,669 (1,770) [1,100]165 (71) [36]67 (58) [85]67 (153) [67] 13 (6) [11] 47 (107) [41]1,682 (2,151) [1,428]99 (20) [88]91 (27) [111]1,985 (1,896) [1,281]132 (141) [136]585 (217) [170]1,913 (1,817) [1,112]33 (21) [53]14 (4) [17]95 (98) [155]1,571 (1,960) [1,340]17 (17) [16]868 (882) [844] 125 (176) [64] 617 (479) [385]1,547 (1,908) [1,230]149 (193) [143]1,827 (1,377) [902]216 (274) [178]536 (909) [780]1,986 (1,942) [1,313]251 (247) [155] 94 (54) [82] 452 (156) [112]328 (780) [527]1,511 (1,682) [1,000]Belt Line Rd107 (14) [20] 142 (143) [81] 4 (3) [4] 21 (107) [9] 13 (30) [10]30 (23) [9]26 (33) [10]APPENDIX PAGE 307 Volumes for Traffic Signal Warrant Analysis Land Use Code Land Use Setting Time Period # Data Sites DAILY EXIT EXIT EXIT EXIT SITE ENTER EXIT 15%1.5%30%15%15% Time Total Entering Exiting 5,729 5,729 WB L WB L WB L WB L WB WB 12:00 - 1:00 AM 0.1%0.0%0.1%10 3 7 1 0 2 1 12:00 - 1:00 AM 1 1 1:00 - 2:00 AM 0.0%0.0%0.0%4 2 3 0 0 1 0 1:00 - 2:00 AM 0 0 2:00 - 3:00 AM 0.0%0.0%0.0%4 2 2 0 0 1 0 2:00 - 3:00 AM 0 0 3:00 - 4:00 AM 0.0%0.0%0.0%3 2 1 0 0 0 0 3:00 - 4:00 AM 0 0 4:00 - 5:00 AM 0.1%0.1%0.0%7 4 3 0 0 1 0 4:00 - 5:00 AM 0 0 5:00 - 6:00 AM 0.1%0.1%0.1%11 8 3 1 0 1 1 5:00 - 6:00 AM 1 1 6:00 - 7:00 AM 0.7%0.9%0.5%77 49 27 4 0 8 4 6:00 - 7:00 AM 4 4 7:00 - 8:00 AM 1.6%1.9%1.2%183 112 71 11 1 21 11 7:00 - 8:00 AM 12 12 8:00 - 9:00 AM 2.4%2.9%1.8%274 169 105 16 2 32 16 8:00 - 9:00 AM 18 18 9:00 - 10:00 AM 4.0%4.9%3.2%464 283 181 27 3 54 27 9:00 - 10:00 AM 30 30 10:00 - 11:00 AM 6.1%7.0%5.3%703 401 302 45 5 91 45 10:00 - 11:00 AM 50 50 11:00 - 12:00 PM 7.9%8.5%7.3%903 485 418 63 6 125 63 11:00 - 12:00 PM 69 69 12:00 - 1:00 PM 9.2%9.6%8.9%1,059 552 507 76 8 152 76 12:00 - 1:00 PM 84 84 1:00 - 2:00 PM 8.8%8.7%9.0%1,013 498 515 77 8 154 77 1:00 - 2:00 PM 85 85 2:00 - 3:00 PM 8.2%7.8%8.6%942 448 494 74 7 148 74 2:00 - 3:00 PM 81 81 3:00 - 4:00 PM 8.3%8.1%8.5%947 462 484 73 7 145 73 3:00 - 4:00 PM 80 80 4:00 - 5:00 PM 8.7%8.6%8.7%991 491 501 75 8 150 75 4:00 - 5:00 PM 83 83 5:00 - 6:00 PM 8.8%8.7%8.9%1,010 501 509 76 8 153 76 5:00 - 6:00 PM 84 84 6:00 - 7:00 PM 7.7%7.7%7.8%888 440 448 67 7 134 67 6:00 - 7:00 PM 74 74 7:00 - 8:00 PM 6.8%6.5%7.0%773 374 398 60 6 120 60 7:00 - 8:00 PM 66 66 8:00 - 9:00 PM 5.3%4.3%6.3%608 244 363 55 5 109 55 8:00 - 9:00 PM 60 60 9:00 - 10:00 PM 3.3%1.9%4.6%372 107 265 40 4 79 40 9:00 - 10:00 PM 44 44 10:00 - 11:00 PM 1.0%0.8%1.2%115 44 71 11 1 21 11 10:00 - 11:00 PM 12 12 11:00 - 12:00 AM 0.5%0.3%0.7%59 20 39 6 1 12 6 11:00 - 12:00 AM 7 7 11,419 5,700 5,720 858 87 1,714 858 945 945 Victory at Coppell Hackberry Rd WB Left Turn Victory at CoppellVictory at Coppell 24 11,458 TOTAL% of 24-Hour Vehicle Trips General Urban/Suburban Weekday WB Left Driveway 1Dividend Dr WB Left Hourly Distribution of Entering and Exiting Vehicle Trips by Land Use Source: ITE Trip Generation Manual , 11th Edition 820 Shopping Center (>150k) APPENDIX PAGE 308 SUITE 1660 DALLAS, TEXAS 75234 972-248-3006 FAX 972-248-3855 3030 LBJ FREEWAY TBPE FIRM F-450 Figure 11 NOT TO SCALEN DEVELOPMENT PROPOSED IH 635 WBFR IH 635 EBFR IH 635 WBFR IH 635 EBFR Belt Line Rd Retail Dwy Hackberry Rd CVS DwyQT DwyDwy 1 Dwy 3 Hackberry Rd Dividend Dr Dividend Dr Dwy 6Dwy 5Dwy 4STUDY INTERSECTION LEGEND AM (PM) [SATURDAY] PEAK HOUR VOLUMES Peak Hour Traffic Volumes - Phase 1 + 2 Build Out Year (2024) Total Site Generated Dwy 2 17 (28) [27] 17 (28) [27]11 (30) [25]5 (12) [10]17 (28) [27] 5 (12) [10]11 (30) [25]41 (109) [92]34 (91) [76] 5 (12) [10] 7 (18) [15]73 (194) [163]7 (18) [15]18 (48) [41]105 (210) [192]17 (28) [27]61 (163) [137]105 (210) [192]45 (121) [102]71 (119) [115]34 (91) [76]68 (182) [153] 11 (30) [25]17 (28) [27]126 (216) [208]8 (18) [16]102 (272) [229]91 (242) [204]11 (30) [25]101 (170) [165]34 (91) [76]57 (151) [127]17 (28) [27]11 (30) [25]5 (12) [10]17 (28) [27]84 (142) [137]50 (85) [82] 3 (6) [5] 13 (23) [22]17 (28) [27]134 (227) [220]104 (176) [17033 (71) [63]3 (6) [5] 13 (23) [22]50 (85) [82]67 (113) [110]50 (85) [82] 13 (23) [22] 13 (23) [22] 11 (30) [25] APPENDIX PAGE 309 TIME 0:00 0:15 0:30 0:45 Total 0:00 22 32 28 21 103 0.07 10 1:00 16 21 11 12 60 0.04 6 2:00 12 10 12 5 39 0.03 4 3:00 20 11 24 40 95 0.07 9 4:00 48 33 54 68 203 0.14 19 5:00 94 108 210 227 639 0.45 61 6:00 194 174 289 300 957 0.67 92 7:00 327 372 323 398 1420 1.00 132 132 8:00 319 286 378 322 1305 0.92 125 9:00 248 204 208 214 874 0.61 84 10:00 171 208 224 218 821 0.58 79 11:00 230 229 270 258 987 0.69 95 12:00 244 262 300 280 1086 0.76 104 13:00 262 263 269 286 1080 0.76 103 14:00 251 255 306 228 1040 0.73 100 15:00 260 245 254 293 1052 0.74 101 16:00 285 332 268 338 1223 0.86 117 17:00 372 340 356 362 1430 1.00 141 141 18:00 304 309 240 265 1118 0.78 107 19:00 223 196 189 154 762 0.53 73 20:00 175 114 152 97 538 0.38 52 21:00 120 104 92 78 394 0.28 38 22:00 78 60 44 52 234 0.16 22 23:00 38 56 24 30 148 0.10 14 Hackberry WB Right NB Belt Line Road South of Dividend Drive Date Began: 10/12/2021 APPENDIX PAGE 310 Volumes for Traffic Signal Warrant Analysis Land Use Code Land Use Setting Time Period # Data Sites DAILY ENTER EXIT ENTER EXIT 1%2% Time Total Entering Exiting 5,729 5,729 WB R WB R WB 12:00 - 1:00 AM 0.1%0.0%0.1%10 3 7 0 0 12:00 - 1:00 AM 0 1:00 - 2:00 AM 0.0%0.0%0.0%4 2 3 0 0 1:00 - 2:00 AM 0 2:00 - 3:00 AM 0.0%0.0%0.0%4 2 2 0 0 2:00 - 3:00 AM 0 3:00 - 4:00 AM 0.0%0.0%0.0%3 2 1 0 0 3:00 - 4:00 AM 0 4:00 - 5:00 AM 0.1%0.1%0.0%7 4 3 0 0 4:00 - 5:00 AM 0 5:00 - 6:00 AM 0.1%0.1%0.1%11 8 3 0 0 5:00 - 6:00 AM 0 6:00 - 7:00 AM 0.7%0.9%0.5%77 49 27 0 1 6:00 - 7:00 AM 1 7:00 - 8:00 AM 1.6%1.9%1.2%183 112 71 1 1 7:00 - 8:00 AM 2 8:00 - 9:00 AM 2.4%2.9%1.8%274 169 105 2 2 8:00 - 9:00 AM 4 9:00 - 10:00 AM 4.0%4.9%3.2%464 283 181 3 4 9:00 - 10:00 AM 7 10:00 - 11:00 AM 6.1%7.0%5.3%703 401 302 4 6 10:00 - 11:00 AM 10 11:00 - 12:00 PM 7.9%8.5%7.3%903 485 418 5 8 11:00 - 12:00 PM 13 12:00 - 1:00 PM 9.2%9.6%8.9%1,059 552 507 6 10 12:00 - 1:00 PM 16 1:00 - 2:00 PM 8.8%8.7%9.0%1,013 498 515 5 10 1:00 - 2:00 PM 15 2:00 - 3:00 PM 8.2%7.8%8.6%942 448 494 4 10 2:00 - 3:00 PM 14 3:00 - 4:00 PM 8.3%8.1%8.5%947 462 484 5 10 3:00 - 4:00 PM 15 4:00 - 5:00 PM 8.7%8.6%8.7%991 491 501 5 10 4:00 - 5:00 PM 15 5:00 - 6:00 PM 8.8%8.7%8.9%1,010 501 509 5 10 5:00 - 6:00 PM 15 6:00 - 7:00 PM 7.7%7.7%7.8%888 440 448 4 9 6:00 - 7:00 PM 13 7:00 - 8:00 PM 6.8%6.5%7.0%773 374 398 4 8 7:00 - 8:00 PM 12 8:00 - 9:00 PM 5.3%4.3%6.3%608 244 363 2 7 8:00 - 9:00 PM 9 9:00 - 10:00 PM 3.3%1.9%4.6%372 107 265 1 5 9:00 - 10:00 PM 6 10:00 - 11:00 PM 1.0%0.8%1.2%115 44 71 0 1 10:00 - 11:00 PM 1 11:00 - 12:00 AM 0.5%0.3%0.7%59 20 39 0 1 11:00 - 12:00 AM 1 11,419 5,700 5,720 56 113 169 TOTAL11,458 Weekday WB Right 24 820 Shopping Center (>150k) % of 24-Hour Vehicle Trips General Urban/Suburban Hourly Distribution of Entering and Exiting Vehicle Trips by Land Use Source: ITE Trip Generation Manual , 11th Edition Victory at Coppell Driveway 1 APPENDIX PAGE 311 Belt Line SBLT 2019 2024 5 2019 Location ID Start Date 11/20/2019 3% Type End Date 11/21/2019 1.159274074 Functional Class Start Time 6:30 AM Located On End Time 6:30 AM Direction Direction Notes Community Count Source MPO_ID File Name Barcode_Data_18828_2019-12-15.zip HPMS ID Weather Agency Study Owner SYSTEM_QC QC Status Accepted 2019 1st 2nd 3rd 4th Existing SBLT 2024 SBLT 00:00 - 01:00 42 24 41 29 136 1.0%6 00:00 - 01:00 7 01:00 - 02:00 30 17 39 18 104 0.7%4 01:00 - 02:00 5 02:00 - 03:00 8 15 22 35 80 0.6%3 02:00 - 03:00 3 03:00 - 04:00 14 23 28 25 90 0.6%4 03:00 - 04:00 5 04:00 - 05:00 21 27 32 43 123 0.9%5 04:00 - 05:00 6 05:00 - 06:00 55 86 100 132 373 2.7%16 05:00 - 06:00 19 06:00 - 07:00 152 215 284 310 961 6.9%41 06:00 - 07:00 48 07:00 - 08:00 398 453 485 428 1,764 67 07:00 - 08:00 78 08:00 - 09:00 415 403 353 378 1,549 93 08:00 - 09:00 108 09:00 - 10:00 351 312 296 248 1,207 8.6%52 09:00 - 10:00 60 10:00 - 11:00 222 230 216 231 899 6.4%38 10:00 - 11:00 44 11:00 - 12:00 266 286 336 291 1,179 8.4%50 11:00 - 12:00 58 12:00 - 13:00 331 307 297 273 1,208 8.6%52 12:00 - 13:00 60 13:00 - 14:00 292 263 284 275 1,114 8.0%48 13:00 - 14:00 56 14:00 - 15:00 268 280 333 316 1,197 8.6%51 14:00 - 15:00 59 15:00 - 16:00 315 386 401 376 1,478 10.6%63 15:00 - 16:00 73 16:00 - 17:00 444 402 508 426 1,780 64 16:00 - 17:00 74 17:00 - 18:00 440 490 436 449 1,815 69 17:00 - 18:00 80 18:00 - 19:00 457 340 341 268 1,406 10.1%60 18:00 - 19:00 70 19:00 - 20:00 316 220 209 171 916 6.5%39 19:00 - 20:00 45 20:00 - 21:00 148 147 113 122 530 3.8%23 20:00 - 21:00 27 21:00 - 22:00 120 137 110 82 449 3.2%19 21:00 - 22:00 22 22:00 - 23:00 105 73 81 64 323 2.3%14 22:00 - 23:00 16 23:00 - 24:00 71 46 50 49 216 1.5%9 23:00 - 24:00 10 TOTAL 20,897 890 1,033 13,989 <-Removal of AM (2 hours) + PM (2 hours) peaks Average from peaks->891 Removal of AM (2 hours) + PM (2 hours) peaks->598 15.9%160 1,009 17.2%133 773 Interval: 15 mins Time 15 Min Hourly Count Texas Department of Transportation Location Info Count Data Info 57HP6994_SB I-SECTION 3 S Belt Line Rd SB Coppell 282 APPENDIX PAGE 312 EB BACKGROUND SITE TOTAL BACKGROUND SITE TOTAL TOTAL 12:00 - 1:00 AM 3 0 3 3 0 3 6 1:00 - 2:00 AM 1 0 1 1 0 1 2 2:00 - 3:00 AM 1 0 1 1 0 1 2 3:00 - 4:00 AM 2 0 2 1 0 1 3 4:00 - 5:00 AM 4 0 4 2 0 2 6 5:00 - 6:00 AM 14 0 14 5 0 5 19 6:00 - 7:00 AM 21 0 21 15 0 15 36 7:00 - 8:00 AM 28 0 28 33 0 33 61 8:00 - 9:00 AM 28 0 28 28 0 28 56 9:00 - 10:00 AM 19 0 19 20 0 20 39 10:00 - 11:00 AM 18 0 18 17 0 17 35 11:00 - 12:00 PM 21 0 21 20 0 20 41 12:00 - 1:00 PM 24 0 24 23 0 23 47 1:00 - 2:00 PM 24 0 24 19 0 19 43 2:00 - 3:00 PM 22 0 22 23 0 23 45 3:00 - 4:00 PM 22 0 22 25 0 25 47 4:00 - 5:00 PM 26 0 26 28 0 28 54 5:00 - 6:00 PM 33 0 33 21 0 21 54 6:00 - 7:00 PM 24 0 24 22 0 22 46 7:00 - 8:00 PM 17 0 17 15 0 15 32 8:00 - 9:00 PM 11 0 11 11 0 11 22 9:00 - 10:00 PM 8 0 8 7 0 7 15 10:00 - 11:00 PM 5 0 5 4 0 4 9 11:00 - 12:00 AM 3 0 3 3 0 3 6 Victory at Coppell Point West Driveway (EB) LEFT TURNS RIGHT TURNS APPENDIX PAGE 313 WB BACKGROUND SITE TOTAL BACKGROUND SITE TOTAL TOTAL 12:00 - 1:00 AM 12 1 13 10 0 10 23 1:00 - 2:00 AM 3 0 3 6 0 6 9 2:00 - 3:00 AM 3 0 3 4 0 4 7 3:00 - 4:00 AM 4 0 4 9 0 9 13 4:00 - 5:00 AM 9 0 9 19 0 19 28 5:00 - 6:00 AM 22 1 23 61 0 61 84 6:00 - 7:00 AM 62 4 66 92 1 93 159 7:00 - 8:00 AM 107 12 119 132 2 134 253 8:00 - 9:00 AM 120 18 138 125 4 129 267 9:00 - 10:00 AM 82 30 112 84 7 91 203 10:00 - 11:00 AM 72 50 122 79 10 89 211 11:00 - 12:00 PM 83 69 152 95 13 108 260 12:00 - 1:00 PM 97 84 181 104 16 120 301 1:00 - 2:00 PM 81 85 166 103 15 118 284 2:00 - 3:00 PM 95 81 176 100 14 114 290 3:00 - 4:00 PM 107 80 187 101 15 116 303 4:00 - 5:00 PM 117 83 200 117 15 132 332 5:00 - 6:00 PM 121 84 205 141 15 156 361 6:00 - 7:00 PM 94 74 168 107 13 120 288 7:00 - 8:00 PM 63 66 129 73 12 85 214 8:00 - 9:00 PM 46 60 106 52 9 61 167 9:00 - 10:00 PM 29 44 73 38 6 44 117 10:00 - 11:00 PM 19 12 31 22 1 23 54 11:00 - 12:00 AM 14 7 21 14 1 15 36 Victory at Coppell Hackberry Rd (WB) LEFT TURNS RIGHT TURNS APPENDIX PAGE 314 SIDE STREET LEFT RIGHT TOTAL LEFT RIGHT TOTAL HIGHER 12:00 - 1:00 AM 3 3 6 13 10 23 23 1:00 - 2:00 AM 1 1 2 3 6 9 9 2:00 - 3:00 AM 1 1 2 3 4 7 7 3:00 - 4:00 AM 2 1 3 4 9 13 13 4:00 - 5:00 AM 4 2 6 9 19 28 28 5:00 - 6:00 AM 14 5 19 23 61 84 84 6:00 - 7:00 AM 21 15 36 66 93 159 159 7:00 - 8:00 AM 28 33 61 119 134 253 253 8:00 - 9:00 AM 28 28 56 138 129 267 267 9:00 - 10:00 AM 19 20 39 112 91 203 203 10:00 - 11:00 AM 18 17 35 122 89 211 211 11:00 - 12:00 PM 21 20 41 152 108 260 260 12:00 - 1:00 PM 24 23 47 181 120 301 301 1:00 - 2:00 PM 24 19 43 166 118 284 284 2:00 - 3:00 PM 22 23 45 176 114 290 290 3:00 - 4:00 PM 22 25 47 187 116 303 303 4:00 - 5:00 PM 26 28 54 200 132 332 332 5:00 - 6:00 PM 33 21 54 205 156 361 361 6:00 - 7:00 PM 24 22 46 168 120 288 288 7:00 - 8:00 PM 17 15 32 129 85 214 214 8:00 - 9:00 PM 11 11 22 106 61 167 167 9:00 - 10:00 PM 8 7 15 73 44 117 117 10:00 - 11:00 PM 5 4 9 31 23 54 54 11:00 - 12:00 AM 3 3 6 21 15 36 36 Victory at Coppell Point West Driveway / Hackberry Road Point West Driveway (EB)Hackberry Road (WB) APPENDIX PAGE 315