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Item 7 - TIA Volume 1 – Traffic Impact Analysis Green Acres Development Southlake, Texas Updated Submission: November 28, 2022 Original Submission: September 26, 2022 Kimley-Horn and Associates, Inc. Dallas, Texas Project #068290703 Registered Firm F-928 Traffic Impact Analysis Green Acres Development Southlake, Texas Prepared by: Kimley-Horn and Associates, Inc. 13455 Noel Road, Two Galleria Tower, Suite 700 Dallas, Texas 75240 Registered Firm F-928 Project Number: 068290703 Contact: Jacob Halter, P.E., PTOE Abbie Haws 972-770-1300 Updated Submission: November 28, 2022 Original Submission: September 26, 2022 Page i kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................................................................................... ii I. INTRODUCTION ................................................................................................................. 1 A. PURPOSE ............................................................................................................................ 1 B. METHODOLOGY ................................................................................................................... 1 C. ROADWAY CHARACTERISTICS ............................................................................................... 1 D. EXISTING STUDY AREA ......................................................................................................... 1 E. PROPOSED SITE IMPROVEMENTS ........................................................................................... 2 F. EXISTING TRAFFIC VOLUMES ................................................................................................. 2 III. PROJECT TRAFFIC CHARACTERISTICS .......................................................................... 7 A. SITE-GENERATED TRAFFIC ................................................................................................... 7 B. TRIP DISTRIBUTION AND ASSIGNMENT .................................................................................... 8 C. DEVELOPMENT OF BACKGROUND AND TOTAL TRAFFIC ............................................................. 8 IV. TRAFFIC OPERATIONS ANALYSIS ................................................................................. 15 A. ANALYSIS METHODOLOGY .................................................................................................. 15 B. ANALYSIS RESULTS ............................................................................................................ 15 C. SOUTHLAKE BOULEVARD (FM 1709) AT PEYTONVILLE AVENUE .............................................. 18 D. SOUTHLAKE BOULEVARD (FM 1709) AT DAVIS BOULEVARD / RANDOL MILL AVENUE (FM 1938) 18 E. SOUTHLAKE BOULEVARD (FM 1709) AT PLAYERS CIRCLE / MEADOWLARK LANE ...................... 19 F. SITE DRIVEWAY INTERSECTIONS.......................................................................................... 19 G. RIGHT-TURN LANE ANALYSIS .............................................................................................. 20 V. CONCLUSIONS AND RECOMMENDATIONS ................................................................... 21 APPENDIX A ........................................................................................................................... 22 A. ROADWAY CHARACTERISTICS ............................................................................................. 22 APPENDIX B ........................................................................................................................... 23 A. ANALYSIS METHODOLOGY .................................................................................................. 23 LIST OF TABLES TABLE 1 – TRIP GENERATION ............................................................................................................ 7 TABLE 2 – DEVELOPMENT SCENARIO INCLUDED TRAFFIC...................................................................... 8 TABLE 3 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY AM PEAK HOUR ........................................... 16 TABLE 4 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY PM PEAK HOUR ........................................... 17 TABLE 5 – RIGHT-TURN LANE ANALYSIS ........................................................................................... 20 TABLE 6 – LEVEL OF SERVICE DEFINITIONS ....................................................................................... 23 LIST OF EXHIBITS EXHIBIT 1: VICINITY MAP ................................................................................................................... 3 EXHIBIT 2: CONCEPTUAL SITE PLAN ................................................................................................... 4 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL .............................................................. 5 EXHIBIT 4: 2022 EXISTING TRAFFIC VOLUMES ..................................................................................... 6 EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT .................................................................... 9 EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES ............................................................................... 10 EXHIBIT 7: 2024 BACKGROUND TRAFFIC VOLUMES ............................................................................ 11 EXHIBIT 8: 2024 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ......................................... 12 EXHIBIT 9: 2029 BACKGROUND TRAFFIC VOLUMES ............................................................................ 13 EXHIBIT 10: 2029 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ....................................... 14 Page ii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 EXECUTIVE SUMMARY November Update Note: The TIA has been updated to address comments provided by the City of Southlake on October 28, 2022. Notably, this TIA includes updated signal timings received from TxDOT on October 25, 2022 and a redistribution of site -generated traffic. The proposed Green Acres development is located along the southern side of Southlake Boulevard (FM 1709) between Players Circle and Peytonville Avenue in Southlake, Texas. The site is proposed to be built with a Green Acres retail nursery. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. The following existing intersections were selected to be part of this s tudy: ▪ Southlake Boulevard at Davis Boulevard / Randol Mill Avenue ▪ Southlake Boulevard at Players Circle / Meadowlark Lane ▪ Southlake Boulevard at Walgreens N Drive ▪ Southlake Boulevard at Peytonville Avenue ▪ Peytonville Avenue at Walgreens S Drive ▪ Peytonville Avenue at Carroll High School Drive The analysis also included the following driveways having access in and out of the site: ▪ Drive N1, which is a right-in/right-out driveway to Southlake Boulevard. ▪ Drive W1, which is a full-access driveway to Players Circle. ▪ Drive W2, which is a full-access driveway to Players Circle. ▪ Drive E1, which is a full-access driveway to Peytonville Avenue. Traffic operations were analyzed at the study intersections for existing volumes, 2024 and 2029 background traffic volumes, and 2024 and 2029 background plus site-generated traffic volumes. The future years correspond to the expected buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The background traffic conditions included existing traffic with compound growth rates . The Green Acres development is expected to generate approximately 243 new weekday AM peak hour one-way vehicle trips and 694 new weekday PM peak hour one-way vehicle trips at buildout. The distribution of the site -generated traffic volumes onto the street system was based on the surrounding roadway network, existing traffic patterns, and the project's proposed access locations. Based on the analysis presented in this report, the proposed Green Acres development can be successfully incorporated into the surrounding roadway network . The proposed site driveways provide the appropriate level of access for the development. The site -generated traffic does not have a disproportionate effect on the existing vehicle traffic operations. Page iii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 The following improvement to the external roadway network is required for the site. ▪ Construct an eastbound right-turn lane from Southlake Boulevard to Drive N1. The site has access to Peytonville Avenue, which serves several of the main driveways for the Carroll High School campus. Traffic counts were collected at the school driveways while school was in session, and this report finds that the Green Acres site -generated traffic will not impede the school-related traffic. The peak hours of a retail garden nursery tend to be relegated to weekday evenings and weekends. This is nearly opposite to the peak hours of Carroll High, which experiences major morning and mid -afternoon traffic surges. The traffic profiles of the two establishments should not interfere during their critical peak hours. Page 1 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 I. INTRODUCTION A. Purpose Kimley-Horn was retained to conduct a Traffic Impact Analysis (TIA) of future traffic conditions associated with the development of the Green Acres site located between Davis Boulevard and Players Circle along the southern side of Southlake Boulevard. A site vicinity map is provided as Exhibit 1. Exhibit 2 shows the proposed conceptual site plan. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. B. Methodology Traffic operations were analyzed at the study intersections for AM and PM peak ho urs for the following scenarios: ▪ 2022 existing traffic ▪ 2024 background traffic ▪ 2024 background plus site traffic ▪ 2029 background traffic ▪ 2029 background plus site traffic The capacity analyses were conducted using the SynchroTM software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. C. Roadway Characteristics The following signalized intersections were evaluated as part of this study: ▪ Southlake Boulevard at Davis Boulevard / Randol Mill Avenue ▪ Southlake Boulevard at Peytonville Avenue The following unsignalized intersections were evaluated as part of this study: ▪ Southlake Boulevard at Players Circle ▪ Southlake Boulevard at Walgreens N Drive ▪ Peytonville Avenue at Walgreens E Drive ▪ Peytonville Avenue at Carroll High School Drive The major study area roadways are described in Appendix A. Exhibit 3 illustrates the intersection geometry used for the traffic analysis. D. Existing Study Area The property is zoned in a C2 (Local Retail Commercial) district. The majority of the property is currently undeveloped. There is a warehouse formerly used by a plumbing company on the northeastern corner of the parcel. Page 2 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 E. Proposed Site Improvements The development as proposed includes a Green Acres retail plant nursery. As shown in Exhibit 3, the site has four proposed driveways and a cross-access to the existing Walgreens development. The driveways to be modeled in this analysis are as follows: Drive N1 ▪ Right-in/right-out to Southlake Boulevard ▪ East of Players Circle, West of Walgreens N Drive ▪ One inbound, one outbound lane Drive W1 ▪ Full-Access to Players Circle via the existing driveway stub at the existing retail development between Players Circle and the Green Acres site ▪ South of Drive W2 ▪ One inbound, one outbound lane Drive W2 ▪ Full-Access to Players Circle via the existing driveway stub at the existing retail development between Players Circle and the Green Acres site ▪ North of Drive W1, south of Southlake Boulevard ▪ One inbound, one outbound lane Drive E1 ▪ Full-Access to Peytonville Avenue ▪ South of Southlake Boulevard ▪ One inbound, one outbound lane F. Existing Traffic Volumes Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes. 24 -hour machine counts were collected near the site on Southlake Boulevard. The raw count sheets, as well as a comparison between the 24 -hour volumes collected and previous 24- hour counts, are provided in Volume 2 of this report. The 24-hour count showed the daily volume on the roadway link as follows: • Southlake Boulevard: 45,391 vehicles per day (vpd) LEGEND: = Study Intersection SITE EXHIBIT 1 Vicinity Map Not To Scale NorthGreen Acres - Southlake, Texas RandolMillAvenueCISD Art Center Driveway Southlake Boulevard Carroll High School DrivewayMeadowlarkLanePeytonvilleAvenue DavisBoulevardPlayersCircleWalgreensNDriveWalgreens S Drive EXHIBIT 2 Conceptual Site Plan Not To Scale NorthGreen Acres - Southlake, Texas Players Circle DriveW1DriveW2DriveE1Peytonville Ave LEGEND: = Signalized = Turn Bay Intersection = Stop-Controlled = Driveway Lanes or Approach Off-Site Improvements = Travel Lane TWLTL = Two-Way Left Turn Lane EXHIBIT 3 Lane Assignment and Intersection Control Not To Scale NorthGreen Acres - Southlake, TexasRandolMillAvenue CISD Art Center Driveway Southlake Boulevard DriveN1***Drive W2 Drive W1 Proposed Green Acres Site Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonvilleAvenue DavisBoulevardPlayersCircleCross- Access to Walgreens WalgreensNDriveWalgreens S Drive Drive E1 * STOP *STOP*STOPSTOPSTOP******STOPSTOP STOPSTOPSTOP STOP ********** 107 (197)21 (17)29 (61) 459 (1411)841 (2251)796 (2121) 270 (517)23 (47)901 (2317)256 (77) 200 (139)9 (10)2535 (1581)76 (89) 1548 (897)2505 (1530)2 (9)2361 (1429) 162 (176)6 (39)105 (60) 95 (16) 0 (0) 12 (9) 5 (35) 0 (0) 7 (7) 69 (27) 5 (21) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.41 (147)236 (39)185 (124)113 (217)359 (867)233 (223)190 (239)739 (491)541 (422)20 (9)0 (0)4 (6)1 (11)0 (0)14 (50)1 (4)246 (146)172 (24)10 (11)245 (155)47 (8)136 (155)287 (33)62 (44)67 (27)218 (114)10 (22)409 (171)178 (9)EXHIBIT 4 2022 Existing Traffic Volumes Not To Scale NorthGreen Acres -Southlake, TexasRandol Mill AvenueCISD Art Center Driveway Southlake Boulevard Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonville AvenueDavis BoulevardPlayers CircleWalgreens N DriveWalgreens S Drive Page 7 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 III. PROJECT TRAFFIC CHARACTERISTICS A. Site-Generated Traffic Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the 11th edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. The trips indicated are actually one-way trips or trip ends, where one vehicle entering and exiting the site is counted as one i nbound trip and one outbound trip. No reductions were taken for pass-by trips, internal capture, or multimodal use. The site was modeled as a Nursey (Garden Center) which is described by ITE as “a free- standing building with an outside storage area for planting or landscape stock. Nurseries primarily serve the general public. Some have greenhouses and offer landscaping services. Most have office, storage, and shipping facilities .” When determining what constitutes the gross floor area of a nursery development, ITE provides the following guidance: “An outside storage area is not included in the overall gross floor area measurements. However, if the storage area is located within the pri ncipal outside faces of the exterior walls, it is included in the overall gross floor area of the building.” In the original analysis, the trip generation model, which is shown in Table 1, included the Lath House, Community Paseo/Outdoor Display, Retail Sa les, and Patio Greenhouse. However, after further consideration, it appears that only the Retail Sales portion of the site fits the description provided by ITE. The other areas should have been considered as external storage areas. The Retail Sales portion of the site is 28,900 SF, which would represent about a 70% reduction in measured floor area. Nevertheless, it was considered prudent to keep the gross floor area used to calculate trips at 100,000 SF to maintain consistency across the two versions of th e report. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. Table 1 – Trip Generation Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL Nursery (Garden Center)100,000 SF 817 6,810 126 117 243 340 354 694 Trip Generation rates based on ITE's Trip Generation Manual , 11th Edition. PM Peak Hour One-Way TripsLand Uses Amount Units ITE Code AM Peak Hour One-Way Trips Page 8 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 B. Trip Distribution and Assignment The distribution of the site-generated traffic volumes into and out of the site driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, relative land use density, and the locations of the proposed driveway access to/from the site. The corresponding inbound and outbound traffic assignment, where the directional distribution is applied using the most probable paths to and from the site, can be found in Exhibit 5. The resulting site-generated weekday AM and weekday PM peak hour turning movements after multiplying the new external trip generation by the respective traffic assignment percentages is shown in Exhibit 6. C. Development of Background and Total Traffic The growth rates, background developments, and site -generated traffic included in each scenario is summarized in Table 2 below. The existing traffic counts and historic counts near the site were compared to find expected growth trends within the study area, and these are summarized in Volume 2 of this report. The traffic growth rates are calculated as -1.2% for Southlake Boulevard from 2011 to 2022 and as -0.5% for Davis Boulevard from 2011-2021. It is customary for TIAs to use a positive growth rate, so an annual growth rate of +0.5% was assumed for the background traffic. Table 2 – Development Scenario Included Traffic Scenario Percent Growth Development Traffic Added Exhibit 2022 Existing 0.5% None Exhibit 4 2024 Background 0.5% None Exhibit 7 2024 Background + Site 0.5% Site Traffic Exhibit 8 2029 Background 0.5% None Exhibit 9 2029 Background + Site 0.5% Site Traffic Exhibit 10 (10%) (15%) (35%) (10%) (35%) (35%) 25% 5% (10%) (30%) (15%) 15%30%25%5% (25%) 10% (5%) (20%) (10%) (5%) (20%) (10%) LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic 10% 20% 15% (10%) (20%) (10%) 5% (20%) (5%) (35%) (5%) 25%20% 5%20% (10%) 5%5% 10%5% EXHIBIT 5 Trip Distribution and Traffic Assignment Not To Scale NorthGreen Acres -Southlake, TexasRandol Mill AvenueCISD Art Center Driveway Southlake Boulevard Drive N1Drive W2 Drive W1 Proposed Green Acres Site Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonville AvenueDavis BoulevardPlayers CircleCross- Access to Walgreens Walgreens N DriveWalgreens S Drive Drive E1 12 (35)0 (0)0 (0) 18 (53)41 (124)0 (0) 12 (35)0 (0)41 (124)41 (124)32 (85) 0 (0)0 (0)18 (52)35 (106)18 (53) 19 (51)38 (102)32 (85)6 (17)29 (89) 0 (0)13 (34)0 (0) 0 (0) 6 (18)0 (0) 0 (0) 0 (0) 23 (71) 0 (0) 12 (35) 6 (18)0 (0) 0 (0) 0 (0)0 (0) 23 (71) 0 (0) 12 (35) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.0 (0)0 (0)13 (34)0 (0)0 (0)0 (0)0 (0)25 (68)0 (0)0 (0)0 (0)19 (51)0 (0)0 (0)12 (35)23 (71)12 (35)6 (17)23 (71)0 (0)6 (18)0 (0)41 (124)6 (18)0 (0)32 (85)25 (68)0 (0)0 (0)6 (17)25 (68)12 (35)0 (0)6 (17)6 (17)0 (0)0 (0)13 (34)6 (17)0 (0)EXHIBIT 6 Site-Generated Traffic Volumes Not To Scale NorthGreen Acres -Southlake, TexasRandol Mill AvenueCISD Art Center Driveway Southlake Boulevard Drive N1Drive W2 Drive W1 Proposed Green Acres Site Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonville AvenueDavis BoulevardPlayers CircleCross- Access to Walgreens Walgreens N DriveWalgreens S Drive Drive E1 108 (199)21 (17)29 (62) 464 (1425)849 (2274)804 (2142) 273 (522)23 (47)910 (2340)259 (78) 202 (140)9 (10)2560 (1597)77 (90) 1564 (906)2530 (1545)2 (9)2385 (1443) 164 (178)6 (39)106 (61) 96 (16) 0 (0) 12 (9) 5 (35) 0 (0) 7 (7) 70 (27) 5 (21) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.41 (148)238 (39)187 (125)114 (219)363 (876)235 (225)192 (241)746 (496)546 (426)20 (9)0 (0)4 (6)1 (11)0 (0)14 (51)1 (4)248 (147)174 (24)10 (11)247 (157)47 (8)137 (157)290 (33)63 (44)68 (27)220 (115)10 (22)413 (173)180 (9)EXHIBIT 7 2024 Background Traffic Volumes Not To Scale NorthGreen Acres -Southlake, TexasRandol Mill AvenueCISD Art Center Driveway Southlake Boulevard Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonville AvenueDavis BoulevardPlayers CircleWalgreens N DriveWalgreens S Drive 120 (234)21 (17)29 (62) 482 (1478)890 (2398)804 (2142) 285 (557)23 (47)951 (2464)951 (2464)291 (163) 202 (140)9 (10)2580 (1658)2595 (1703)95 (143) 1583 (957)2568 (1647)32 (85)8 (26)2414 (1532) 164 (178)19 (73)106 (61) 96 (16) 6 (18)0 (0) 12 (9) 0 (0) 28 (106) 0 (0) 19 (42) 6 (18)70 (27) 0 (0) 0 (0)5 (21) 23 (71) 0 (0) 12 (35) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.114 (219)363 (876)248 (259)20 (9)0 (0)4 (6)41 (148)263 (107)187 (125)192 (241)746 (496)565 (477)1 (11)0 (0)26 (86)23 (71)13 (39)16 (28)270 (228)47 (8)21 (80)0 (0)104 (168)74 (45)220 (115)42 (107)438 (241)180 (9)29 (87)6 (17)25 (68)149 (192)290 (33)35 (104)6 (17)15 (62)0 (0)13 (34)254 (164)174 (24)EXHIBIT 8 2024 Background Plus Site-Generated Traffic Volumes Not To Scale NorthGreen Acres -Southlake, TexasRandol Mill AvenueCISD Art Center Driveway Southlake Boulevard Drive N1Drive W2 Drive W1 Proposed Green Acres Site Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonville AvenueDavis BoulevardPlayers CircleCross- Access to Walgreens Walgreens N DriveWalgreens S Drive Drive E1 111 (204)22 (18)30 (63) 475 (1461)871 (2331)824 (2196) 280 (535)24 (49)933 (2399)265 (80) 207 (144)9 (10)2625 (1637)79 (92) 1603 (929)2594 (1584)2 (9)2445 (1480) 168 (182)6 (40)109 (62) 98 (17) 0 (0) 12 (9) 5 (36) 0 (0) 7 (7) 71 (28) 5 (22) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.42 (152)244 (40)192 (128)117 (225)372 (898)241 (231)197 (247)765 (508)560 (437)21 (9)0 (0)4 (6)1 (11)0 (0)14 (52)1 (4)255 (151)178 (25)10 (11)254 (161)49 (8)141 (161)297 (34)64 (46)69 (28)226 (118)10 (23)424 (177)184 (9)EXHIBIT 9 2029 Background Traffic Volumes Not To Scale NorthGreen Acres -Southlake, TexasRandol Mill AvenueCISD Art Center Driveway Southlake Boulevard Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonville AvenueDavis BoulevardPlayers CircleWalgreens N DriveWalgreens S Drive 123 (239)22 (18)30 (63) 493 (1514)912 (2455)824 (2196) 292 (570)24 (49)974 (2523)974 (2523)297 (165) 207 (144)9 (10)2645 (1698)2660 (1743)97 (145) 1622 (980)2632 (1686)32 (85)8 (26)2474 (1569) 168 (182)19 (74)109 (62) 98 (17) 6 (18)0 (0) 12 (9) 0 (0) 28 (107) 0 (0) 19 (42) 6 (18)71 (28) 0 (0) 0 (0)5 (22) 23 (71) 0 (0) 12 (35) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis.117 (225)372 (898)254 (265)21 (9)0 (0)4 (6)42 (152)269 (108)192 (128)197 (247)765 (508)579 (488)1 (11)0 (0)26 (87)23 (71)13 (39)16 (28)277 (232)49 (8)22 (81)0 (0)105 (170)75 (46)226 (118)42 (108)449 (245)184 (9)30 (89)6 (17)25 (68)153 (196)297 (34)36 (106)6 (17)16 (63)0 (0)13 (34)261 (168)178 (25)EXHIBIT 10 2029 Background Plus Site-Generated Traffic Volumes Not To Scale NorthGreen Acres -Southlake, TexasRandol Mill AvenueCISD Art Center Driveway Southlake Boulevard Drive N1Drive W2 Drive W1 Proposed Green Acres Site Walgreens Existing Site Carroll High School DrivewayMeadowlarkLanePeytonville AvenueDavis BoulevardPlayers CircleCross- Access to Walgreens Walgreens N DriveWalgreens S Drive Drive E1 Page 15 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 IV. TRAFFIC OPERATIONS ANALYSIS Kimley-Horn conducted a traffic operations analysis to determine potential capacity deficiencies in the 2022, 2024, and 2029 study years at the study intersections. The acknowledged source for determining overall capacity is the current edition of the Highway Capacity Manual. A. Analysis Methodology Capacity analysis results are listed in terms of Level of Service (LOS). Level of service and the corresponding analysis methodology are explained in Appendix B. The original September 2022 submission of the TIA used s ignal timings for the signalized intersections based on signal timing sheets obtained in 2018. The timings had been redone by TxDOT and were implemented earlier in 2022. Kimley -Horn requested the signal timings from TxDOT and submitted an open records request for the timings, and the updated signal timings were received on October 25, 2 022. The current 2022 TxDOT timings were used for the current submission and were not changed in the future analysis scenarios. Calculations for the level of service at the key intersections identified for study are provided in Volume 2 of this report. The analyses assumed the lane geometry and intersection control shown in Exhibit 3. B. Analysis Results Table 3 and Table 4 show the intersection operational results for the weekday AM and PM peak hours, respectively. Page 16 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Table 3 – Traffic Operational Results – Weekday AM Peak Hour DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS Signalized Intersection EB 36.7 D 40.0 D 56.4 E 50.6 D 69.3 E WB 16.4 B 16.5 B 17.7 B 16.8 B 18.1 B NB 33.8 C 34.4 C 36.3 D 35.3 D 37.4 D SB 51.2 D 51.3 D 56.2 E 51.6 D 56.7 E Overall 32.6 C 34.6 C 44.6 D 40.6 D 51.9 D EB 89.1 F 92.3 F 104.4 F 100.8 F 113.7 F WB 52.9 D 53.1 D 54.1 D 53.4 D 54.4 D NB 107.3 F 110.7 F 126.5 F 121.1 F 137.6 F SB 49.2 D 49.4 D 51.0 D 49.9 D 51.5 D Overall 82.7 F 85.1 F 94.6 F 91.6 F 101.6 F Unsignalized Intersection EBL 8.3 A 8.3 A 8.4 A 8.4 A 8.5 A WBL 87.8 F 92.4 F 162.3 F 107.1 F 200.0+F NBL*200.0+F 200.0+F 200.0+F 200.0+F 200.0+F NBR*35.0 D 35.6 E 48.7 E 37.5 E 52.1 F SB*14.8 B 14.9 B 18.8 C 15.3 C 20.1 C Southlake Boulevard @ Drive N1 NBR*----48.1 E --51.4 F Southlake Boulevard @ Walgreens N Drive NBR*33.1 D 33.8 D 42.9 E 35.3 E 45.4 E NBL 8.2 A 8.2 A 8.3 A 8.1 A 8.3 A SBL 8.9 A 9.0 A 9.0 A 9.0 A 9.1 A EB*14.5 B 14.6 B 19.7 C 14.7 B 20.4 C WB*11.8 B 11.9 B 11.9 B 11.9 B 12.0 B NBL ----7.6 A --7.6 A SBL 11.5 B 11.6 B 11.4 B 11.9 B 11.7 B EB*----26.2 D --27.7 D WB*13.0 B 13.1 B 13.0 B 13.2 B 13.3 B SBL ----7.3 A --7.3 A WB*----8.4 A --8.4 A SBL ----7.3 A --7.3 A WB*----8.4 A --8.4 A * = STOP-Controlled Peytonville Avenue @ Future East Drive / Carroll High School Driveway Players Circle @ Drive W1 Players Circle @ Drive W2 Southlake Boulevard (FM 1709) @ Davis Boulevard / Randol Mill Avenue (FM 1938) Southlake Boulevard (FM 1709) @ Players Court / Meadowlark Lane Peytonville Avenue @ Walgreens S Drive / CISD Art Center Driveway Southlake Boulevard (FM 1709) @ Peytonville Avenue AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR 2029 Background + Site Traffic INTERSECTION APPROACH Existing Traffic 2024 Background Traffic 2024 Background + Site Traffic 2029 Background Traffic Page 17 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Table 4 – Traffic Operational Results – Weekday PM Peak Hour DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS Signalized Intersection EB 11.8 B 11.8 B 17.2 B 11.8 B 17.4 B WB 21.6 C 21.9 C 31.0 C 22.7 C 32.4 C NB 29.2 C 29.1 C 54.0 D 29.7 C 54.3 D SB 47.6 D 47.8 D 53.4 D 48.2 D 53.9 D Overall 20.2 C 20.4 C 29.4 C 20.9 C 30.2 C EB 60.9 E 61.3 E 63.7 E 62.2 E 64.7 E WB 67.8 E 68.0 E 64.0 E 68.7 E 65.6 E NB 59.7 E 60.2 E 63.1 E 61.5 E 64.9 E SB 102.0 F 105.4 F 114.1 F 112.9 F 123.1 F Overall 72.4 E 73.4 E 74.8 E 75.8 E 78.0 E Unsignalized Intersection EBL 11.4 B 11.7 B 12.1 B 11.7 B 12.5 B WBL 29.3 D 30.0 D 43.6 E 31.9 D 48.2 E NBL*19.0 C 22.7 C 200.0+F 19.2 C 200.0+F NBR*20.9 C 21.2 C 31.2 D 21.9 C 32.7 D SB*21.7 C 22.3 C 31.7 D 23.2 C 34.8 D Southlake Boulevard @ Drive N1 NBR*----29.1 D --30.3 D Southlake Boulevard @ Walgreens N Drive NBR*18.0 C 18.2 C 24.5 C 18.6 C 25.2 D NBL 7.5 A 7.6 A 7.9 A 7.6 A 7.9 A SBL 7.7 A 7.7 A 7.8 A 7.7 A 7.8 A EB*10.3 B 10.3 B 12.6 B 10.4 B 12.7 B WB*9.6 A 9.6 A 10.1 B 9.6 A 10.1 B NBL ----8.0 A --7.7 A SBL 7.7 A 7.7 A 7.8 A 7.8 A 7.8 A EB*----14.9 B --11.8 B WB*9.9 A 10.6 B 11.5 B 10.0 A 10.4 B SBL ----7.4 A --7.4 A WB*----8.7 A --8.7 A SBL ----7.4 A --7.4 A WB*----8.8 A --8.8 A * = STOP-Controlled Peytonville Avenue @ Future East Drive / Carroll High School Driveway Players Circle @ Drive W1 Players Circle @ Drive W2 Southlake Boulevard (FM 1709) @ Davis Boulevard / Randol Mill Avenue (FM 1938) Southlake Boulevard (FM 1709) @ Players Court / Meadowlark Lane Peytonville Avenue @ Walgreens S Drive / CISD Art Center Driveway PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR Southlake Boulevard (FM 1709) @ Peytonville Avenue 2024 Background + Site Traffic 2029 Background Traffic 2029 Background + Site Traffic INTERSECTION APPROACH Existing Traffic 2024 Background Traffic PM PEAK HOUR PM PEAK HOUR Page 18 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 C. Southlake Boulevard (FM 1709) at Peytonville Avenue ▪ Signal timings for the signalized intersections are taken from the current signal timing sheets provided by TxDOT. ▪ The intersection operates well with the current timings, achieving LOS C or better with the existing volumes and LOS D or better overall after the full background and site-generated traffic is added to the network. • The westbound left-turning movement is a major access route for Carroll High School drivers. In the AM peak hour, this movement not only has a high left - turning volume but a high U-turning volume as well. After the addition of site - generated traffic, this movement operates under its design capacity and will continue to serve the school volumes. • The northbound left-turning movement is a critical movement for the Green Acres site as it provides the only consistent route for outbound site drivers to the west or northwest. This movement operates under capacity and can handle the traffic assigned in this study. No mitigations are necessary at the intersection of Southlake Boulevard and Peytonville Avenue to accommodate the Green Acres site -generated traffic. D. Southlake Boulevard (FM 1709) at Davis Boulevard / Randol Mill Avenue (FM 1938) ▪ Signal timings for the signalized intersections are taken from the current signal timing sheets provided by TxDOT. ▪ In the AM peak, the highest traffic volume is in the eastbound Southlake Boulevard traffic, and in the PM peak the westbound traffic is the greatest. However, Davis Boulevard also has a peak direction, where the predominant volume travels northbound in the AM peak and southbound in the PM peak. The Davis Boulevard peak volumes are not as large as the Southlake Boulevard peak volumes, but the overlapping peaks make it difficult to time the signal to coordinate traffic along both arterials. • The Southlake Boulevard corridor in the Synchro model extends out one signalized intersection past the study intersections. To the west, Jellico Circle/Watermere Drive is the next signalized intersection, but this is a fairly minor intersection. The eastbound delays shown in the model may be slightly higher than those experienced in reality if the two to three intersections west of Jellico Circle further coordinate the eastbound traffic during the AM peak hour. • The eastbound and westbound through delays, both of which are shown to experience heavy delays, can only be improved by regional roadway expansion projects or a re-coordination of the Southlake Boulevard corridor timings. Both of these have been done in the last 5 -10 years. • The addition of site traffic to the 2024 and 2029 traffic scenarios results in no changes in level of service at any of the intersection’s approaches or the Page 19 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 intersection overall. The westbound approach is projected to have sufficient capacity to accommodate the outbound site traffic in the PM peak hour . • No mitigations are needed to accommodate the site-generated traffic. E. Southlake Boulevard (FM 1709) at Players Circle / Meadowlark Lane ▪ The unsignalized approaches of Players Circle to Southlake Boulevard operate with high delays in the AM peak hour with existing volumes. The Southlake Boulevard peak hour volumes are sufficiently high that left-turning movements from Players Circle are not reasonable. Outside of the peak hours, this maneuver will be able to be made and will serve the Green Acres site well, but during the peak h ours vehicles were routed to the signalized approach of Peytonville Avenue to access westbound Southlake Boulevard. ▪ Likewise, the westbound left-turning movement from Southlake Boulevard into Players Court operates with high delays with the existing traffi c. The eastbound Southlake Boulevard volumes are very high and make this movement difficult. The inbound volumes from westbound Southlake Boulevard were routed to access the site via Peytonville Avenue. No mitigations are necessary for the unsignalized in tersection of Southlake Boulevard and Players Circle to accommodate the Green Acres site-generated traffic. F. Site Driveway Intersections ▪ The site driveway intersections are all unsignalized. ▪ With two exceptions, the site driveway movements operate at LOS D or better. This is considered good, especially for the driveways to Peytonville Avenue which interact with the Carroll High School traffic. • The two driveways to Southlake Boulevard operate with higher delays than the other driveways due to the high traffic volumes along Southlake Boulevard. After the full background growth and site -generated traffic are added to the network, both driveways operate with less than 55 seconds of average delay per vehicle in the AM peak hour. For comparison, for a signalized intersection, 55 seconds is the delay threshold between LOS D and E, whereas for unsignalized intersections it is classified as LOS F. In the context of the high volumes along Southlake Boulevard, these delays are to be expected. If drivers do not wish to experience these delays, they may use the lower delay intersections along Peytonville Avenue. ▪ In the PM peak hour, both driveways operate at LOS D, which is excellent for access to the Southlake Boulevard corridor. Other than the lane configurations stated within this report, n o mitigations are necessary for the driveway intersections to accommodate the Green Acres site-generated traffic. Page 20 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 G. Right-Turn Lane Analysis Where justified, the addition of right -turn deceleration lanes can help inbound turning vehicles separate from the through traffic, avoiding conflicts and smoothing traffic flow. TxDOT has identified right-turning volume thresholds where right-turn lanes are justified. Table 5 shows the driveway locations with right-turn driveway access to the site, and how they compare with the TxDOT threshold. The high inbound volume occurs in the PM peak hour for every driveway in this analysis. A right-turn deceleration lane is recommended for the eastbound right-turning movement from Southlake Boulevard into Drive N1. Table 5 – Right-Turn Lane Analysis TxDOT Threshold (Access Management Manual, Table 2-3) Drive N1 from Southlake Boulevard (FM 1709) Walgreens N Drive from Southlake Boulevard (FM 1709)26 vph 60 vph No Right-Turn Location Projected Maximum Peak Hour Right-Turn Volume Right-Turn Lane Recommended? 85 vph 60 vph Yes Page 21 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 V. CONCLUSIONS AND RECOMMENDATIONS Based on the analysis presented in this report, the proposed Green Acres development can be successfully incorporated into the surrounding roadway network. The proposed site driveways provide the appropriate level of access for the development. The site -generated traffic does not have a disproportionate effect on the existing vehicle traffic operations. The following improvement to the external roadway network is required for the site. ▪ Construct an eastbound right-turn lane from Southlake Boulevard to Drive N1. The site has access to Peytonville Avenue, which serves several of the main driveways for the Carroll High School campus. Traffic counts were collected at the school driveways while school was in session, and this report finds that the Green Acres site -generated traffic will not impede the school-related traffic. The peak hours of a retail garden nursery tend to be relegated to weekday evenings and weekends. This is nearly opposite to the peak hours of Carroll High, which experiences major morning and mid -afternoon traffic surges. The traffic profiles of the two establishments should not interfere during their critical peak hours. kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 APPENDIX A A. Roadway Characteristics The following signalized intersections were evaluated as part of this study: ▪ Southlake Boulevard at Davis Boulevard / Randol Mill Avenue ▪ Southlake Boulevard at Peytonville Avenue The following unsignalized intersection s were evaluated as part of this study: ▪ Southlake Boulevard at Players Circle ▪ Southlake Boulevard at Walgreens N Drive ▪ Peytonville Avenue at Walgreens E Drive ▪ Peytonville Avenue at Carroll High School Drive The major study area roadways are described below. Southlake Boulevard (FM 1709) ▪ Road Size: 6-Lanes, Divided ▪ Speed Limit: 45 MPH ▪ Thoroughfare Plan Classification: A6D (Arterial, 6-Lanes Divided) Peytonville Avenue ▪ Road Size: • 4-Lanes, Divided (at Southlake Boulevard and at each study intersection) • 2-Lanes, Undivided (south of Carroll High School and 500’ north of Southlake Boulevard) ▪ Speed Limit: 30 MPH ▪ Thoroughfare Plan Classification: • A4D (Arterial, 4-Lanes Divided) at Southlake Boulevard and at each study intersection • C2U (Collector, 2-Lanes Undivided) south of Carroll High School and 500’ north of Southlake Davis Boulevard (FM 1938) / Randol Mill Avenue ▪ Road Size: 6-Lanes, Undivided ▪ Speed Limit: 45 MPH ▪ Thoroughfare Plan Classification: A6D (Arterial, 6 -Lanes Divided) Players Circle / Meadowlark Lane ▪ Road Size: 2-Lanes, Undivided ▪ Speed Limit: 30 MPH (Assumed) ▪ Thoroughfare Plan Classification: Not Classified Exhibit 3 illustrates the intersection geometry used for the traffic analysis. kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 APPENDIX B A. Analysis Methodology Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). Table 6 shows the definition of level of service for signalized and unsignalized intersections. Table 6 – Level of Service Definitions Level of Service Signalized Intersection Average Total Delay (sec/veh) Unsignalized Intersection Average Total Delay (sec/veh) A ≤10 ≤10 B >10 and ≤20 >10 and ≤15 C >20 and ≤35 >15 and ≤25 D >35 and ≤55 >25 and ≤35 E >55 and ≤80 >35 and ≤50 F >80 >50 _______________ Definitions provided from the Highway Capacity Manual, Special Report 209, Transportation Research Board, 2010. Study area intersections were analyzed based on average total delay analysis for signalized and unsignalized intersections. For the unsignalized analysis, the level of service (LOS) for a two-way stop-controlled intersection is defined for each movement. Unlike signalized intersections which define LOS for each approach and for the intersection as a whole, LOS for two -way stop-controlled intersections is not defined as a whole. The original September 2022 submission of the TIA used s ignal timings for the signalized intersections based on signal timing sheets obtained in 2018. The timings had been redone by TxDOT and were implemented earlier in 2022. Kimley -Horn requested the signal timings from TxDOT and submitted an open records request for the timings, and the updated signal timings were received on October 25, 2 022. The current 2022 TxDOT timings were used for the current submission and were not changed in the future analysis scenarios. The analyses assumed the lane geometry and intersection control shown in Exhibit 3. The peak hour factors (PHF) for the existing traffic are known from the counts collected at the site. PHF for the future traffic and the site -generated traffic is unknown, so where this occurred the PHF was assumed to be 0.92. Volume 2 – Data and Analysis Sheets Green Acres Development Southlake, Texas Updated Submission: November 28, 2022 Original Submission: September 26, 2022 Kimley-Horn and Associates, Inc. Dallas, Texas Project #068290703 Registered Firm F-928 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 TIA Comment Response Letter To: Sandy Endy, P.E. Development Engineer City of Southlake From: Jacob Halter, P.E., PTOE Date: November 28, 2022 Subject: Traffic Impact Analysis Comment Response Southlake Green Acres Development Introduction Teague Nall and Perkins, Inc. (tnp), on behalf of the City of Southlake, prepared a review of the Traffic Impact Analysis for the Southlake Green Acres Development. The initial TIA for the development was dated September 26, 2022, and the TIA comments were received October 28, 2022. This letter will accompany an updated TIA for the development which addresses these comments. The comments are reprinted below, accompanied by responses from Kimley-Horn. The City of Southlake comments will be in black, and the Kimley-Horn responses will be red and italicized. City of Southlake Comments and Kimley-Horn Responses 1. Exhibit 5 (PDF pg. 15, Vol. 1): The exhibit identifies 15% of inbound trips originating from the south arriving via David Blvd. and 15% arriving from the south via Peytonville Ave. For the outgoing southbound trips, however, the entire 30% is shown to use Peytonville Ave. It is unlikely that all the southbound outgoing trips would utilize a two-lane roadway when major arterials are available. Please route at least 5% of the outgoing trips to return southbound on Davis Blvd. KH: Agreed. With the updated signal timings (see response to Comment #3), this movement is more attractive than it was with the previous signal timings, so 10% of the traffic was rerouted to use David Boulevard after departing the site. 2. TIA pgs. 16-17 (PDF pg. 22-23): A spot check of delay values in Tables 3 and 4 against the delay values provided in the Synchro reports found inconsistencies for the FM 1709 @ Players Court intersection in both the 2024 and 2029 Background + Site Traffic values in both the AM and PM peak hours. Please verify the table values and Synchro report values match for all intersections and scenarios. KH: Agreed. KH has updated the tables and the Synchro to account for this discrepancy. 3. TIA pg. 18 (PDF pg. 24): The description of the FM 1709 at Davis Blvd. intersection acknowledges that the intersection no longer functions as a split-phase intersection. Analysis of the intersection as split-phased does not provide an adequate evaluation of the effects of the development’s traffic on the intersection. In the absence of actual timing settings from TxDOT, modeling using a field observed cycle length with optimized splits, in conjunction with field observed phasing of the movements, will provide a more realistic analysis of the intersection. Please revise the modeling to reflect the current phasing of the intersection using the current cycle length with optimized splits and revise the description of the methodology in the report. KH: Agreed. At the time of analysis, an open records request was filed with TxDOT to obtain the FM 1709 corridor signal timings. TxDOT delivered the signal timings on October 25, 2022. The current timings are used in the analysis revision. 4. General: Trip generation for the Saturday peak hour of the Nursery (Garden Center) land use results in a considerably higher number of trips than the weekday PM peak hour trip generation. Saturday traffic distribution data is not available for this land use, but distribution data for similar retail land uses shows consistent peak distribution between 11:00 am and 3:00 pm on Saturdays. Turning movement counts at the study intersections should be obtained for this timeframe and the total traffic (background plus site generated) during the Saturday peak hour should be compared to the weekday PM peak hour. If the total volumes at the study intersections are greater during the Saturday peak hour, it should be modeled, and the analyses included in the report. KH: The largest site included in the ITE Trip Generation Manual, 11th Edition, for Nursery (Garden Center), LUC 817, is approximately 12,000 SF. The Green Acres site was measured to be 100,000 SF, leading to a very conservative 694 trips in the PM peak hour. For the first submission, there was a question as to whether KH had measured the retail area in the same manner as the ITE researchers did. The ITE guidance is as follows: “Description: A nursery or garden center is a free-standing building with an outside storage area for planting or landscape stock…An outside storage area is not included in the overall gross floor area measurements. However, if the storage area is located within the principal outside faces of the exterior walls, it is included in the overall gross floor area of the building.” To obtain the gross floor area, KH originally counted everything related to Nursery uses to obtain the 100,000 SF amount. This included the Lath House, Community Paseo/Outdoor Display, Retail Sales, and Patio Greenhouse. However, if only the Retail Sales, the portion of the building which is included in the exterior walls and not related to outdoor storage, is included, the gross floor area should be corrected to 28,900 SF. After correcting the gross floor area, the trip generation is as follows. Table 1 – Trip Generation for 28,900 SF Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL Nursery (Garden Center)28,900 SF 817 1,968 36 34 70 98 103 201 284 296 580 Trip Generation rates based on ITE's Trip Generation Manual , 11th Edition. PM Peak Hour One-Way TripsLand Uses Amount Units ITE Code AM Peak Hour One-Way Trips Saturday Peak Hour One-Way Trips The 580 Saturday peak hour trips using the corrected gross floor area can be compared to the PM peak hour trip generation used in the TIA, which used 100,000 SF for the gross floor area and estimated 694 peak hour trips. Table 2 – Trip Generation from the TIA, 100,00 SF Therefore, after correcting the gross floor area, the peak trip generation is lower on Saturday than the original weekday peak hour trip generation used in the first submission of the study. Even though KH acknowledges that this decision will overestimate the site-generated traffic, it seems most prudent to continue to use the original gross floor area value of 100,000 SF for the current study update. This overestimate of the site-generated can serve as a proxy analysis of the Saturday conditions. Therefore, we respectfully disagree with the request to collect Saturday traffic counts and perform an additional Saturday peak hour analysis. END Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL Nursery (Garden Center)100,000 SF 817 6,810 126 117 243 340 354 694 Trip Generation rates based on ITE's Trip Generation Manual , 11th Edition. PM Peak Hour One-Way TripsLand Uses Amount Units ITE Code AM Peak Hour One-Way Trips kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 ITE 11th Edition Excerpts for Commercial Nursery 95 Land Use: 817 Nursery (Garden Center) Description A nursery or garden center is a free-standing building with an outside storage area for planting or landscape stock. The nurseries surveyed primarily serve the general public. Some have large greenhouses and offer landscaping services. Most have office, storage, and shipping facilities. Nurseries are characterized by seasonal variations in trip characteristics. Nursery (wholesale) (Land Use 818) is a related use. Additional Data An outside storage area is not included in the overall gross floor area measurements. However, if the storage area is located within the principal outside faces of the exterior walls, it is included in the overall gross floor area of the building. The sites were surveyed in the 1980s and the 2010s in California and Vermont. Source Numbers 205, 240, 926 General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:10 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 68.10 18.46 -233.75 60.89 Data Plot and Equation 0 10 200 200 400 600 800 1000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends96 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:11 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:Not Available Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 2.43 0.38 -10.00 2.68 Data Plot and Equation 0 10 200 10 20 30 40 50 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends97General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:11 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:Not Available Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 6.94 0.50 -20.75 5.52 Data Plot and Equation 0 10 200 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends98 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:52%entering,48%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 8.00 2.08 -27.25 6.81 Data Plot and Equation 0 10 200 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends99General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:12 Avg.1000 Sq.Ft.GFA:6 Directional Distribution:49%entering,51%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 8.37 2.46 -30.25 6.45 Data Plot and Equation 0 10 20 300 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends100 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Saturday Setting/Location:General Urban/Suburban Number of Studies:11 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 133.31 34.00 -351.25 108.41 Data Plot and Equation 0 10 200 1000 2000 3000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends101General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Saturday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:Not Available Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 20.06 6.23 -45.50 13.94 Data Plot and Equation 0 10 200 100 200 300 400 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends102 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Sunday Setting/Location:General Urban/Suburban Number of Studies:11 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 106.20 2.75 -265.25 90.75 Data Plot and Equation 0 10 200 1000 2000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends103General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Sunday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:Not Available Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 18.76 2.25 -44.75 14.63 Data Plot and Equation 0 10 200 100 200 300 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends104 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:10 Avg.Num.of Employees:16 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 21.83 10.71 -53.86 10.13 Data Plot and Equation 0 10 20 30 40 500 200 400 600 800 1000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =18.46(X)+52.55 R²=0.81 X =Number of EmployeesT = Trips Ends105General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:Not Available Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 0.69 0.08 -1.67 0.35 Data Plot and Equation 0 10 20 30 40 500 10 20 30 40 50 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.69(X)-0.15 R²=0.72 X =Number of EmployeesT = Trips Ends106 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:Not Available Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 1.96 0.06 -7.43 1.65 Data Plot and Equation 0 10 20 30 40 500 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of EmployeesT = Trips Ends107General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:52%entering,48%exiting Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 2.26 1.14 -7.00 1.32 Data Plot and Equation 0 10 20 30 40 500 100 200 Average RateStudySiteFittedCurve Fitted Curve Equation:T =1.63(X)+11.05 R²=0.65 X =Number of EmployeesT = Trips Ends108 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:49%entering,51%exiting Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 2.55 1.03 -7.43 1.50 Data Plot and Equation 0 10 20 30 40 500 100 200 Average RateStudySiteFittedCurve Fitted Curve Equation:T =1.87(X)+11.85 R²=0.63 X =Number of EmployeesT = Trips Ends109General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Saturday Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 37.69 3.89 -160.14 33.50 Data Plot and Equation 0 10 20 30 40 500 1000 2000 3000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of EmployeesT = Trips Ends110 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Saturday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:Not Available Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 5.67 0.71 -24.86 5.53 Data Plot and Equation 0 10 20 30 40 500 100 200 300 400 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of EmployeesT = Trips Ends111General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Sunday Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 30.03 0.31 -160.29 32.53 Data Plot and Equation 0 10 20 30 40 500 1000 2000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of EmployeesT = Trips Ends112 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Employees On a:Sunday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Employees:17 Directional Distribution:Not Available Vehicle Trip Generation per Employee Average Rate Range of Rates Standard Deviation 5.30 0.26 -30.14 6.08 Data Plot and Equation 0 10 20 30 40 500 100 200 300 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of EmployeesT = Trips Ends113General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:10 Avg.Num.of Acres:3 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 108.10 25.00 -335.00 94.91 Data Plot and Equation 0 2 4 6 8 100 200 400 600 800 1000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends114 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:Not Available Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 2.82 0.14 -14.00 3.22 Data Plot and Equation 0 10 200 10 20 30 40 50 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends115General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:Not Available Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 8.06 0.13 -37.14 10.45 Data Plot and Equation 0 10 200 20 40 60 80 100 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends116 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Weekday, AM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:52%entering,48%exiting Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 9.29 2.67 -36.00 9.34 Data Plot and Equation 0 10 200 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends117General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Weekday, PM Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:49%entering,51%exiting Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 10.49 2.40 -41.67 11.30 Data Plot and Equation 0 10 200 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends118 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Saturday Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 154.82 9.07 -1026.67 262.30 Data Plot and Equation 0 10 200 1000 2000 3000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends119General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Saturday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:Not Available Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 23.29 1.67 -138.33 37.12 Data Plot and Equation 0 10 200 100 200 300 400 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends120 Trip Generation Manual 11th Edition • Volume 5 Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Sunday Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 123.33 0.73 -801.43 220.54 Data Plot and Equation 0 10 200 1000 2000 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends121General Urban/Suburban and Rural (Land Uses 800–999) Nursery (Garden Center)(817) Vehicle Trip Ends vs:Acres On a:Sunday,Peak Hour of Generator Setting/Location:General Urban/Suburban Number of Studies:11 Avg.Num.of Acres:4 Directional Distribution:Not Available Vehicle Trip Generation per Acre Average Rate Range of Rates Standard Deviation 21.78 0.60 -150.71 36.60 Data Plot and Equation 0 10 200 100 200 300 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =Number of AcresT = Trips Ends122 Trip Generation Manual 11th Edition • Volume 5 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 TRAFFIC COUNTS AND HISTORICAL DATA Green Acres - Southlake, Texas Historical Link Volumes and Growth Rates Southlake Boulevard Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2011 Davis / Randol Mills Players Circle TxDOT 42,703 - 2 2013 Davis / Randol Mills Players Circle TxDOT 49,833 8.0% 3 2014 Davis / Randol Mills Players Circle TxDOT 46,777 -6.1% 4 2015 Davis / Randol Mills Players Circle TxDOT 47,174 0.8% 5 2016 Davis / Randol Mills Players Circle TxDOT 43,934 -6.9% 6 2017 Davis / Randol Mills Players Circle TxDOT 43,357 -1.3% 7 2018 Davis / Randol Mills Players Circle TxDOT 43,688 0.8% 8 2019 Davis / Randol Mills Players Circle TxDOT 43,053 -1.5% 9 2020 Davis / Randol Mills Players Circle TxDOT 36,245 -15.8% 10 2021 Davis / Randol Mills Players Circle TxDOT 40,770 12.5% 11 2022 Davis / Randol Mills Players Circle KHA 45,391 11.3% Average Growth 2011 - 2019:-0.8% Average Growth 2013 - 2019:-2.3% Average Growth 2011 - 2021:-1.7% Average Growth 2011 - 2022:-1.2% Davis Boulevard Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2011 Southlake Boulevard Continental Boulevard TxDOT 27,320 - 2 2013 Southlake Boulevard Continental Boulevard TxDOT 33,605 10.9% 3 2014 Southlake Boulevard Continental Boulevard TxDOT 30,070 -10.5% 4 2015 Southlake Boulevard Continental Boulevard TxDOT 28,782 -4.3% 5 2016 Southlake Boulevard Continental Boulevard TxDOT 25,697 -10.7% 6 2017 Southlake Boulevard Continental Boulevard TxDOT 27,717 7.9% 7 2018 Southlake Boulevard Continental Boulevard TxDOT 28,134 1.5% 8 2019 Southlake Boulevard Continental Boulevard TxDOT 28,137 0.0% 9 2021 Southlake Boulevard Continental Boulevard TxDOT 29,049 1.6% Average Growth 2011 - 2021:-0.5% Average Annual Growth:-0.8% Growth Rate Used in Study:0.5% Prepared by National Data & Surveying Services ID:22-470014-001 Day: City:Southlake Date: AM 41 236 185 0 AM NOON 0 0 0 0 NOON PM 147 39 124 0 PM AM NOON PM PM NOON AM 0 2 1 0 1 61 0 29 3 2121 0 796 0 0 5 0 2 77 0 256 76 0 89 1 TEV 4550 0 4390 0 52 0 117 2361 0 1429 3 PHF 0.93 0.98 105 0 60 0 0 1 2 0 AM NOON PM PM NOON AM PM 1 44 27 114 PM NOON 0 0 0 0 NOON AM 1 62 67 218 AM Pedestrians (Crosswalks) Totals (PM)Totals (PM) 0 598 NORTHBOUND Peytonville Ave Totals (NOON)Totals (NOON) NONE 1719 0 2881 Totals (AM)177 Totals (AM)WSouthlakeBlvdEASTBOUNDWESTBOUNDWSouthlakeBlvd899 0 2317 CONTROL Signalized 0 NONE 04:30 PM - 05:30 PM 177 Peytonville Ave & W Southlake Blvd Peak Hour Turning Movement Count Peytonville Ave Wednesday SOUTHBOUND 9/14/2022 4:00 PM - 06:00 PMPEAKHOURS07:15 AM - 08:15 AM 172 7:00 AM - 09:00 AM COUNTPERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM000 000 000000000 000000000 61 2121 7760 1429 89 1473912411427440 0 00 0 0 00000029 796 256105 2361 76 41236185218676261 2121 7760 1429 89 1473912411427440 0 00 0 0 00000029 796 256105 2361 76 412361852186762 Prepared by National Data & Surveying Services ID:22-470014-002 Day: City:Southlake Date: AM 20 0 4 2 AM NOON 0 0 0 0 NOON PM 9 0 6 0 PM AM NOON PM PM NOON AM 0 1 0 0 1 17 0 21 3 2251 0 841 23 0 30 0 1 47 0 23 9 0 10 1 TEV 3487 0 4005 0 5 0 18 2505 0 1530 3 PHF 0.98 0.97 6 0 39 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 11 0 50 PM NOON 0 0 0 0 NOON AM 0 1 0 14 AM Pedestrians (Crosswalks) Totals (PM)Totals (PM) 0 29 NORTHBOUND Meadowlark Ln Totals (NOON)Totals (NOON) NONE 1591 0 2541 Totals (AM)86 Totals (AM)WSouthlakeBlvdEASTBOUNDWESTBOUNDWSouthlakeBlvd885 0 2301 CONTROL 2-Way Stop(NB/SB) 0 NONE 04:30 PM - 05:30 PM 27 Meadowlark Ln & W Southlake Blvd Peak Hour Turning Movement Count Meadowlark Ln Wednesday SOUTHBOUND 9/14/2022 4:00 PM - 06:00 PMPEAKHOURS07:15 AM - 08:15 AM 32 7:00 AM - 09:00 AM COUNTPERIODSNOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM000 000 000000000 000000000 17 2251 4739 1530 10 906500110 0 00 0 0 00000021 841 236 2505 9 2004140117 2251 4739 1530 10 906500110 0 00 0 0 00000021 841 236 2505 9 20041401 Prepared by National Data & Surveying Services ID:22-470014-003 Day: City:Southlake Date: AM 113 359 233 0 AM NOON 0 0 0 0 NOON PM 217 867 223 3 PM AM NOON PM PM NOON AM 0 3 2 0 0.5 197 0 107 2.5 1411 0 459 9 0 14 0 2 517 0 270 200 0 139 2 TEV 4944 0 5846 0 7 0 2 1548 0 897 2.5 PHF 0.94 0.94 162 0 176 0.5 0 2 3 0 AM NOON PM PM NOON AM PM 26 239 491 422 PM NOON 0 0 0 0 NOON AM 12 190 739 541 AM 0 NONE 04:45 PM - 05:45 PM 830 Davis Blvd & W Southlake Blvd Peak Hour Turning Movement Count Davis Blvd Wednesday SOUTHBOUND 9/14/2022 4:00 PM - 06:00 PMPEAKHOURS07:30 AM - 08:30 AM 1046 7:00 AM - 09:00 AM COUNTPERIODSNONE 1549 0 2324 Totals (AM)1586 Totals (AM)WSouthlakeBlvdEASTBOUNDWESTBOUNDWSouthlakeBlvd771 0 1881 CONTROL Signalized Pedestrians (Crosswalks) Totals (PM)Totals (PM) 0 803 NORTHBOUND Davis Blvd Totals (NOON)Totals (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM000 000 000000000 000000000 197 1411 517176 897 139 2178672234224912390 0 00 0 0 000000107 459 270162 1548 200 113359233541739190197 1411 517176 897 139 2178672234224912390 0 00 0 0 000000107 459 270162 1548 200 113359233541739190 Prepared by National Data & Surveying Services ID:22-470014-004 Day: City:Southlake Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 0 0 0 0 0 0 0 3 2317 0 901 0 0 0 0 0 0 0 0 0 0 0 0 TEV 3439 0 3911 0 0 0 0 2535 0 1581 4 PHF 0.97 0.99 2 0 9 1 0 0 0 1 AM NOON PM PM NOON AM PM 0 0 0 4 PM NOON 0 0 0 0 NOON AM 0 0 0 1 AM 0 NONE 04:30 PM - 05:30 PM 0 Walgreens Drwy & W Southlake Blvd Peak Hour Turning Movement Count Walgreens Drwy Wednesday SOUTHBOUND 9/14/2022 4:00 PM - 06:00 PMPEAKHOURS07:15 AM - 08:15 AM 0 7:00 AM - 09:00 AM COUNTPERIODSNONE 1585 0 2536 Totals (AM)9 Totals (AM)WSouthlakeBlvdEASTBOUNDWESTBOUNDWSouthlakeBlvd901 0 2317 CONTROL No Control Pedestrians (Crosswalks) Totals (PM)Totals (PM) 0 2 NORTHBOUND Walgreens Drwy Totals (NOON)Totals (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM000 000 000000000 000000000 0 2317 09 1581 0 0004000 0 00 0 0 0000000 901 02 2535 0 0001000 2317 09 1581 0 0004000 0 00 0 0 0000000 901 02 2535 0 000100 Prepared by National Data & Surveying Services ID:22-470014-005 Day: City:Southlake Date: AM 10 409 178 1 AM NOON 0 0 0 0 NOON PM 22 171 9 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 16 0 95 1 0 0 0 0 0 0 0 0 9 0 12 5 0 35 0 TEV 1021 0 444 0 0 0 0 0 0 0 1 PHF 0.74 0.80 7 0 7 0 0 1 2 0 AM NOON PM PM NOON AM PM 1 11 155 8 PM NOON 0 0 0 0 NOON AM 2 10 245 47 AM 0 NONE 04:00 PM - 05:00 PM 206 Peytonville Ave & Walgreens Drwy/CISD Art Center Peak Hour Turning Movement Count Peytonville Ave Wednesday SOUTHBOUND 9/14/2022 4:00 PM - 06:00 PMPEAKHOURS07:15 AM - 08:15 AM 346 7:00 AM - 09:00 AM COUNTPERIODSNONE 17 0 225 Totals (AM)188 Totals (AM)WalgreensDrwy/CISDArtCenterEASTBOUNDWESTBOUNDWalgreensDrwy/CISDArtCenter20 0 33 CONTROL 1-Way Stop(WB) Pedestrians (Crosswalks) Totals (PM)Totals (PM) 0 430 NORTHBOUND Peytonville Ave Totals (NOON)Totals (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM000 000 000000000 000000000 16 0 97 0 35 2217198155110 0 00 0 0 00000095 0 127 0 5 10409178472451016 0 97 0 35 2217198155110 0 00 0 0 00000095 0 127 0 5 104091784724510 Prepared by National Data & Surveying Services ID:22-470014-006 Day: City:Southlake Date: AM 0 136 287 7 AM NOON 0 0 0 0 NOON PM 0 155 33 0 PM AM NOON PM PM NOON AM 0 2 1 0 0 27 0 69 1 0 0 0 0 0 0 0 0 21 0 5 0 0 0 0 TEV 922 0 406 0 0 0 0 0 0 0 0 PHF 0.71 0.80 0 0 0 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 0 146 24 PM NOON 0 0 0 0 NOON AM 0 0 246 172 AM 0 NONE 04:00 PM - 05:00 PM 173 Peytonville Ave & Carroll Senior High School Dwy Peak Hour Turning Movement Count Peytonville Ave Wednesday SOUTHBOUND 9/14/2022 4:00 PM - 06:00 PMPEAKHOURS07:15 AM - 08:15 AM 322 7:00 AM - 09:00 AM COUNTPERIODSNONE 57 0 459 Totals (AM)176 Totals (AM)CarrollSeniorHighSchoolDwyEASTBOUNDWESTBOUNDCarrollSeniorHighSchoolDwy0 0 0 CONTROL 1-Way Stop(WB) Pedestrians (Crosswalks) Totals (PM)Totals (PM) 0 141 NORTHBOUND Peytonville Ave Totals (NOON)Totals (NOON) NOONAM PM PM AM AM NOON PM PM NOON AM AM NOON PM NOON NOONPMAMNOONAMPMNOONAMPMNOONPMAM000 000 000000000 000000000 27 0 210 0 0 0155332414600 0 00 0 0 00000069 0 50 0 0 0136287172246027 0 210 0 0 0155332414600 0 00 0 0 00000069 0 50 0 0 01362871722460 Day:City:Southlake Date:Project #:TX22_470013_001 NB SB EB WB 0 0 23,497 21,894 AM Period NB SB EB WB NB SB EB WB 00:00 13 21 34 320 384 704 00:15 11 18 29 330 333 663 00:30 7 18 25 324 371 695 00:45 8 39 14 71 22 110 392 1366 327 1415 719 2781 01:00 6 10 16 383 439 822 01:15 5 8 13 366 386 752 01:30 5 12 17 379 384 763 01:45 6 22 15 45 21 67 353 1481 391 1600 744 3081 02:00 5 6 11 341 425 766 02:15 6 8 14 315 387 702 02:30 8 5 13 329 380 709 02:45 13 32 1 20 14 52 322 1307 371 1563 693 2870 03:00 1 6 7 321 450 771 03:15 20 10 30 343 455 798 03:30 16 2 18 331 544 875 03:45 24 61 5 23 29 84 314 1309 553 2002 867 3311 04:00 24 1 25 298 590 888 04:15 30 10 40 320 503 823 04:30 50 11 61 399 559 958 04:45 60 164 24 46 84 210 390 1407 589 2241 979 3648 05:00 94 14 108 369 594 963 05:15 119 31 150 447 559 1006 05:30 151 37 188 408 511 919 05:45 190 554 51 133 241 687 412 1636 532 2196 944 3832 06:00 197 57 254 323 504 827 06:15 331 68 399 288 460 748 06:30 379 124 503 284 433 717 06:45 457 1364 112 361 569 1725 279 1174 371 1768 650 2942 07:00 575 136 711 206 268 474 07:15 674 173 847 222 345 567 07:30 646 207 853 159 313 472 07:45 623 2518 245 761 868 3279 152 739 306 1232 458 1971 08:00 597 255 852 157 271 428 08:15 582 239 821 172 257 429 08:30 606 195 801 117 190 307 08:45 583 2368 242 931 825 3299 133 579 257 975 390 1554 09:00 530 302 832 88 229 317 09:15 550 241 791 82 172 254 09:30 526 210 736 64 149 213 09:45 415 2021 231 984 646 3005 67 301 112 662 179 963 10:00 325 268 593 32 97 129 10:15 360 244 604 41 89 130 10:30 335 334 669 25 76 101 10:45 374 1394 279 1125 653 2519 22 120 77 339 99 459 11:00 370 285 655 21 45 66 11:15 361 296 657 19 36 55 11:30 341 326 667 14 41 55 11:45 408 1480 350 1257 758 2737 7 61 22 144 29 205 TOTALS 12017 5757 17774 11480 16137 27617 SPLIT %67.6%32.4%39.2%41.6%58.4%60.8% NB SB EB WB 0 0 23,497 21,894 AM Peak Hour 07:15 11:45 07:15 17:00 16:30 16:30 AM Pk Volume 2540 1438 3420 1636 2301 3906 Pk Hr Factor 0.942 0.936 0.985 0.915 0.968 0.971 7 - 9 Volume 0 0 4886 1692 6578 0 0 3043 4437 7480 7 - 9 Peak Hour 07:15 07:30 07:15 17:00 16:30 16:30 7 - 9 Pk Volume 0 0 2540 946 3420 0 0 1636 2301 3906 Pk Hr Factor 0.000 0.000 0.942 0.927 0.985 0.000 0.000 0.915 0.968 0.971 4 - 6 Peak Hour4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 45,391 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 W Southlake Blvd Bet. Players Cir & Davis Blvd 21:30 21:45 22:00 Total 45,391 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Wednesday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 9/14/2022 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by National Data & Surveying Services 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2022 Existing Traffic 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)9 200 1548 162 2 270 459 107 12 190 739 541 Future Volume (vph)9 200 1548 162 2 270 459 107 12 190 739 541 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.986 0.972 0.937 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4721 0 0 3662 4682 0 0 3433 4765 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4721 0 0 3662 4682 0 0 3433 4765 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)15 47 131 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)10 213 1647 172 2 287 488 114 13 202 786 576 Shared Lane Traffic (%) Lane Group Flow (vph)0 223 1819 0 0 289 602 0 0 215 1362 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)233 359 113 Future Volume (vph)233 359 113 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.97 0.91 0.91 Frt 0.964 Flt Protected 0.950 Satd. Flow (prot)3433 4902 0 Flt Permitted 0.950 Satd. Flow (perm)3433 4902 0 Right Turn on Red Yes Satd. Flow (RTOR)56 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.94 0.94 0.94 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)248 382 120 Shared Lane Traffic (%) Lane Group Flow (vph)248 502 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%)14.6% 14.6% 40.8%16.2% 16.2% 42.3%16.2% 16.2% 27.7% Maximum Green (s)11.5 11.5 45.5 13.5 13.5 47.5 13.5 13.5 28.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)12.5 46.9 14.1 48.5 13.4 29.9 Actuated g/C Ratio 0.10 0.36 0.11 0.37 0.10 0.23 v/c Ratio 0.63 1.06 0.73 0.34 0.61 1.24dr Control Delay 79.3 90.3 66.6 46.4 63.4 114.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.3 90.3 66.6 46.4 63.4 114.2 LOS E F E D E F Approach Delay 89.1 52.9 107.3 Approach LOS F D F Queue Length 50th (ft)100 ~632 131 170 90 ~462 Queue Length 95th (ft)144 #731 m180 m211 132 #560 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)352 1712 408 1776 382 1195 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.63 1.06 0.71 0.34 0.56 1.14 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 32 (25%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay: 82.7 Intersection LOS: F Intersection Capacity Utilization 96.0%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBL SBT SBR Minimum Split (s)44.2 53.5 Total Split (s)20.0 35.0 Total Split (%)15.4% 26.9% Maximum Green (s)12.5 27.5 Yellow Time (s)4.5 4.5 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.1 29.6 Actuated g/C Ratio 0.10 0.23 v/c Ratio 0.72 0.43 Control Delay 68.8 39.6 Queue Delay 0.0 0.0 Total Delay 68.8 39.6 LOS E D Approach Delay 49.2 Approach LOS D Queue Length 50th (ft)105 119 Queue Length 95th (ft)152 157 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)356 1159 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.70 0.43 Intersection Summary 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (vph)76 2361 105 117 256 796 29 1 62 67 218 185 Future Volume (vph)76 2361 105 117 256 796 29 1 62 67 218 185 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)14 12 12 12 14 12 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 225 Storage Lanes 1 1 2 1 1 1 1 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 1770 Flt Permitted 0.950 0.060 0.570 0.500 Satd. Flow (perm)1888 4759 1583 0 231 4759 1583 0 1062 1863 1583 931 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)151 151 210 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%)2%9%2%2%2%9%2%2%2%2%2%2% Adj. Flow (vph)82 2539 113 126 275 856 31 1 67 72 234 199 Shared Lane Traffic (%) Lane Group Flow (vph)82 2539 113 0 401 856 31 0 68 72 234 199 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right R NA Left Left Right R NA Left Left Right Left Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 9 15 9 15 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm pm+pt Protected Phases 5 2 1 1 6 3 3 8 7 Permitted Phases 2 2 2 6 8 8 8 4 Detector Phase 5 2 2 1 1 6 6 3 3 8 8 7 Switch Phase Minimum Initial (s)5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBT SBR Lane Configurations Traffic Volume (vph)236 41 Future Volume (vph)236 41 Ideal Flow (vphpl)1900 1900 Lane Width (ft)12 12 Storage Length (ft)0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 0.95 Frt 0.978 Flt Protected Satd. Flow (prot)3461 0 Flt Permitted Satd. Flow (perm)3461 0 Right Turn on Red Yes Satd. Flow (RTOR)12 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.93 0.93 Heavy Vehicles (%)2%2% Adj. Flow (vph)254 44 Shared Lane Traffic (%) Lane Group Flow (vph)298 0 Enter Blocked Intersection No No Lane Alignment Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 Turning Speed (mph)9 Number of Detectors 1 Detector Template Leading Detector (ft)50 Trailing Detector (ft)0 Detector 1 Position(ft)0 Detector 1 Size(ft)50 Detector 1 Type Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 Detector 1 Queue (s)0.0 Detector 1 Delay (s)0.0 Turn Type NA Protected Phases 4 Permitted Phases Detector Phase 4 Switch Phase Minimum Initial (s)5.0 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Minimum Split (s)14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 15.0 Total Split (s)16.0 67.0 67.0 25.0 25.0 76.0 76.0 17.0 17.0 16.0 16.0 22.0 Total Split (%)12.3% 51.5% 51.5% 19.2% 19.2% 58.5% 58.5% 13.1% 13.1% 12.3% 12.3% 16.9% Maximum Green (s)9.0 60.0 60.0 18.0 18.0 69.0 69.0 10.0 10.0 9.0 9.0 15.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None None C-Max C-Max None None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)12.0 68.6 68.6 85.7 73.7 73.7 23.1 11.6 11.6 32.8 Actuated g/C Ratio 0.09 0.53 0.53 0.66 0.57 0.57 0.18 0.09 0.09 0.25 v/c Ratio 0.47 1.01 0.12 0.66 0.32 0.03 0.27 0.44 0.70 0.57 Control Delay 51.5 37.9 0.8 24.0 13.4 0.0 40.3 64.3 22.5 47.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.5 37.9 0.8 24.0 13.4 0.0 40.3 64.3 22.5 47.6 LOS D D A C B A D E C D Approach Delay 36.7 16.4 33.8 Approach LOS D B C Queue Length 50th (ft)61 ~829 0 98 163 0 44 58 19 139 Queue Length 95th (ft)m67 m#801 m1 m140 164 m0 84 109 105 215 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 225 Base Capacity (vph)174 2512 906 711 2699 963 278 179 342 353 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.47 1.01 0.12 0.56 0.32 0.03 0.24 0.40 0.68 0.56 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 73 (56%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 175 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 32.6 Intersection LOS: C Intersection Capacity Utilization 93.3%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Lane Group SBT SBR Minimum Split (s)46.0 Total Split (s)21.0 Total Split (%)16.2% Maximum Green (s)14.0 Yellow Time (s)4.0 All-Red Time (s)3.0 Lost Time Adjust (s)-3.5 Total Lost Time (s)3.5 Lead/Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 Recall Mode None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)20.2 Actuated g/C Ratio 0.16 v/c Ratio 0.54 Control Delay 53.6 Queue Delay 0.0 Total Delay 53.6 LOS D Approach Delay 51.2 Approach LOS D Queue Length 50th (ft)119 Queue Length 95th (ft)171 Internal Link Dist (ft)1178 Turn Bay Length (ft) Base Capacity (vph)547 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.54 Intersection Summary 2022 - Existing - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Peytonville & FM 1709 2022 - Existing - AM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 1.5 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 9 2505 6 18 23 841 21 1 0 14 2 4 0 20 Future Vol, veh/h 23 9 2505 6 18 23 841 21 1 0 14 2 4 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None --- None Storage Length - 195 --- 335 ---- 100 ---- Veh in Median Storage, # --0 ---0 --1 ---1 - Grade, %--0 ---0 --0 ---0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 23 9 2556 6 18 23 858 21 1 0 14 2 4 0 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 642 879 0 0 1870 2562 0 0 3048 3584 1281 0 2037 3577 440 Stage 1 -------- 2623 2623 -0 951 951 - Stage 2 -------- 425 961 -0 1086 2626 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 - 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 - 3.82 4.02 3.92 Pot Cap-1 Maneuver *1240 *922 -- 143 64 -- *18 6 134 0 115 6 *733 Stage 1 -------- *13 49 -0 685 673 - Stage 2 -------- *753 665 -0 208 49 - Platoon blocked, %1 1 ----1 1 -1 1 1 Mov Cap-1 Maneuver *1110 *1110 -- 82 82 -- *10 3 134 0 60 3 *733 Mov Cap-2 Maneuver -------- *12 38 -0 118 5 - Stage 1 -------- *13 48 -0 665 329 - Stage 2 -------- *357 324 -0 180 48 - Approach EB WB NB SB HCM Control Delay, s 0.1 4 54.7 14.8 HCM LOS F B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)12 134 * 1110 -- 82 -- 392 HCM Lane V/C Ratio 0.085 0.107 0.029 -- 0.51 -- 0.062 HCM Control Delay (s)$ 331.2 35 8.3 -- 87.8 -- 14.8 HCM Lane LOS F E A --F --B HCM 95th %tile Q(veh)0.2 0.3 0.1 -- 2.2 -- 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2022 - Existing - AM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2535 2 0 901 0 1 Future Vol, veh/h 2535 2 0 901 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 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 97 97 97 97 97 97 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2613 2 0 929 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 1308 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 -0 129 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 129 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 33.1 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)129 --- HCM Lane V/C Ratio 0.008 --- HCM Control Delay (s)33.1 --- HCM Lane LOS D --- HCM 95th %tile Q(veh)0 --- 2022 - Existing - AM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 7 12 0 95 2 10 245 47 1 178 409 10 Future Vol, veh/h 5 0 7 12 0 95 2 10 245 47 1 178 409 10 Conflicting Peds, #/hr 0 0 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 Free Free RT Channelized -- None -- None --- None --- None Storage Length ------- 72 --- 72 -- Veh in Median Storage, # -1 --1 ---0 ---0 - Grade, %-0 --0 ---0 ---0 - Peak Hour Factor 74 74 74 74 74 74 74 74 74 74 74 74 74 74 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 0 9 16 0 128 3 14 331 64 1 241 553 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1244 1473 284 1158 1448 198 566 567 0 0 395 395 0 0 Stage 1 1044 1044 - 397 397 --------- Stage 2 200 429 - 761 1051 --------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 179 151 *937 212 157 810 944 1197 -- 807 1160 -- Stage 1 324 365 - 600 602 --------- Stage 2 783 582 - 509 362 --------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 125 118 *937 174 123 810 1144 1144 -- 1156 1156 -- Mov Cap-2 Maneuver 219 194 - 286 215 --------- Stage 1 320 289 - 592 594 --------- Stage 2 650 574 - 398 286 --------- Approach EB WB NB SB HCM Control Delay, s 14.5 11.8 0.3 2.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1144 -- 396 672 1156 -- HCM Lane V/C Ratio 0.014 -- 0.041 0.215 0.209 -- HCM Control Delay (s)8.2 -- 14.5 11.8 8.9 -- HCM Lane LOS A --B B A -- HCM 95th %tile Q(veh)0 -- 0.1 0.8 0.8 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2022 - Existing - AM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 5 0 69 0 246 172 7 287 136 0 Future Vol, veh/h 0 0 0 5 0 69 0 246 172 7 287 136 0 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None -- None --- None Storage Length ---------- 180 -- Veh in Median Storage, # -1 --1 --0 ---0 - Grade, %-0 --0 --0 ---0 - Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71 71 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 7 0 97 0 346 242 10 404 192 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1193 1608 96 1391 1487 294 192 0 0 589 588 0 0 Stage 1 1020 1020 - 467 467 -------- Stage 2 173 588 - 924 1020 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 151 106 1028 106 127 702 1431 -- 608 983 -- Stage 1 266 322 - 545 560 -------- Stage 2 812 494 - 305 322 -------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 87 61 1028 71 72 702 1431 -- 965 965 -- Mov Cap-2 Maneuver 165 71 - 142 149 -------- Stage 1 266 184 - 545 560 -------- Stage 2 700 494 - 174 184 -------- Approach EB WB NB SB HCM Control Delay, s 0 13 0 7.9 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1431 --- 554 965 -- HCM Lane V/C Ratio ---- 0.188 0.429 -- HCM Control Delay (s)0 --0 13 11.5 -- HCM Lane LOS A --A B B -- HCM 95th %tile Q(veh)0 --- 0.7 2.2 -- 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)14 139 897 176 7 517 1411 197 26 239 491 422 Future Volume (vph)14 139 897 176 7 517 1411 197 26 239 491 422 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.975 0.982 0.931 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4689 0 0 3662 4710 0 0 3433 4734 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4689 0 0 3662 4710 0 0 3433 4734 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)28 20 135 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)15 148 954 187 7 550 1501 210 28 254 522 449 Shared Lane Traffic (%) Lane Group Flow (vph)0 163 1141 0 0 557 1711 0 0 282 971 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph)3 223 867 217 Future Volume (vph)3 223 867 217 Ideal Flow (vphpl)1900 1900 1900 1900 Lane Width (ft)12 12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.91 0.97 0.91 0.91 Frt 0.970 Flt Protected 0.950 Satd. Flow (prot)0 3433 4933 0 Flt Permitted 0.950 Satd. Flow (perm)0 3433 4933 0 Right Turn on Red Yes Satd. Flow (RTOR)37 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.94 0.94 0.94 0.94 Heavy Vehicles (%)2%2%2%2% Adj. Flow (vph)3 237 922 231 Shared Lane Traffic (%) Lane Group Flow (vph)0 240 1153 0 Enter Blocked Intersection No No No No Lane Alignment R NA Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 Number of Detectors 1 1 1 Detector Template Leading Detector (ft)50 50 50 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s)5.0 5.0 5.0 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)23.0 23.0 54.0 35.0 35.0 66.0 23.0 23.0 41.0 Total Split (%)15.3% 15.3% 36.0%23.3% 23.3% 44.0%15.3% 15.3% 27.3% Maximum Green (s)15.5 15.5 46.5 27.5 27.5 58.5 15.5 15.5 33.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lead Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)13.0 49.5 27.0 63.5 16.0 34.1 Actuated g/C Ratio 0.09 0.33 0.18 0.42 0.11 0.23 v/c Ratio 0.51 0.73 0.85 0.85 0.77 0.97dr Control Delay 64.5 60.4 57.7 71.0 79.8 53.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.5 60.4 57.7 71.0 79.8 53.8 LOS E E E E E D Approach Delay 60.9 67.8 59.7 Approach LOS E E E Queue Length 50th (ft)79 427 290 628 140 290 Queue Length 95th (ft)117 478 357 693 192 347 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)402 1564 695 2004 377 1192 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.73 0.80 0.85 0.75 0.81 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 32 (21%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 175 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 72.4 Intersection LOS: E Intersection Capacity Utilization 87.0%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBU SBL SBT SBR Minimum Split (s)44.2 44.2 53.5 Total Split (s)20.0 20.0 38.0 Total Split (%)13.3% 13.3% 25.3% Maximum Green (s)12.5 12.5 30.5 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.4 31.5 Actuated g/C Ratio 0.09 0.21 v/c Ratio 0.79 1.08 Control Delay 85.1 105.5 Queue Delay 0.0 0.0 Total Delay 85.1 105.5 LOS F F Approach Delay 102.0 Approach LOS F Queue Length 50th (ft)120 ~450 Queue Length 95th (ft)#182 #549 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)308 1065 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.78 1.08 Intersection Summary 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)1 89 1429 60 52 77 2121 61 1 44 27 114 Future Volume (vph)1 89 1429 60 52 77 2121 61 1 44 27 114 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 Storage Lanes 1 1 2 1 1 1 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 Flt Permitted 0.950 0.140 0.000 Satd. Flow (perm)0 1888 4759 1583 0 540 4759 1583 0 0 1863 1583 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)131 131 182 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)1 91 1458 61 53 79 2164 62 1 45 28 116 Shared Lane Traffic (%) Lane Group Flow (vph)0 92 1458 61 0 132 2164 62 0 46 28 116 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases 2 2 2 6 8 8 8 Detector Phase 5 5 2 2 1 1 6 6 3 3 8 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)124 39 147 Future Volume (vph)124 39 147 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)225 0 Storage Lanes 1 0 Taper Length (ft)25 Lane Util. Factor 1.00 0.95 0.95 Frt 0.882 Flt Protected 0.950 Satd. Flow (prot)1770 3122 0 Flt Permitted 0.000 Satd. Flow (perm)0 3122 0 Right Turn on Red Yes Satd. Flow (RTOR)150 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.98 0.98 0.98 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)127 40 150 Shared Lane Traffic (%) Lane Group Flow (vph)127 190 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type pm+pt NA Protected Phases 7 4 Permitted Phases 4 Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)14.0 14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 Total Split (s)22.0 22.0 85.0 85.0 22.0 22.0 85.0 85.0 23.0 23.0 24.0 24.0 Total Split (%)14.7% 14.7% 56.7% 56.7% 14.7% 14.7% 56.7% 56.7% 15.3% 15.3% 16.0% 16.0% Maximum Green (s)15.0 15.0 78.0 78.0 15.0 15.0 78.0 78.0 16.0 16.0 17.0 17.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lag Lead Lead Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max C-Max None None C-Max C-Max None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)18.0 100.6 100.6 109.5 91.5 91.5 14.1 10.6 10.6 Actuated g/C Ratio 0.12 0.67 0.67 0.73 0.61 0.61 0.09 0.07 0.07 v/c Ratio 0.41 0.46 0.06 0.23 0.75 0.06 0.28 0.21 0.41 Control Delay 55.3 9.5 0.1 7.6 23.0 0.5 66.9 68.7 4.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.3 9.5 0.1 7.6 23.0 0.5 66.9 68.7 4.7 LOS E A A A C A E E A Approach Delay 11.8 21.6 29.2 Approach LOS B C C Queue Length 50th (ft)82 149 0 24 654 0 42 26 0 Queue Length 95th (ft)m114 180 m0 m27 758 m0 86 60 1 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 Base Capacity (vph)226 3192 1105 783 2902 1016 230 254 373 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.46 0.06 0.17 0.75 0.06 0.20 0.11 0.31 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 73 (49%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 135 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 20.2 Intersection LOS: C Intersection Capacity Utilization 70.3%ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Splits and Phases: 5: Peytonville & FM 1709 2022 - Existing - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 Lane Group SBL SBT SBR Minimum Split (s)15.0 46.0 Total Split (s)19.0 20.0 Total Split (%)12.7% 13.3% Maximum Green (s)12.0 13.0 Yellow Time (s)4.0 4.0 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-3.5 -3.5 Total Lost Time (s)3.5 3.5 Lead/Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)14.9 13.8 Actuated g/C Ratio 0.10 0.09 v/c Ratio 0.73 0.45 Control Delay 88.4 20.3 Queue Delay 0.0 0.0 Total Delay 88.4 20.3 LOS F C Approach Delay 47.6 Approach LOS D Queue Length 50th (ft)122 20 Queue Length 95th (ft)#212 59 Internal Link Dist (ft)1178 Turn Bay Length (ft)225 Base Capacity (vph)182 508 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.70 0.37 Intersection Summary 2022 - Existing - PM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 0.9 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 10 1530 39 5 47 2251 17 11 0 50 6 0 9 Future Vol, veh/h 30 10 1530 39 5 47 2251 17 11 0 50 6 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None -- None Storage Length - 195 --- 335 ---- 100 --- Veh in Median Storage, # --0 ---0 --1 --1 - Grade, %--0 ---0 --0 --0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 31 10 1577 40 5 48 2321 18 11 0 52 6 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1707 2339 0 0 1181 1617 0 0 2713 4124 809 3149 4135 1170 Stage 1 -------- 1679 1679 - 2436 2436 - Stage 2 -------- 1034 2445 - 713 1699 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver *667 *496 -- 348 195 -- *260 *2 278 *67 *2 *395 Stage 1 -------- *66 *150 - *405 *385 - Stage 2 -------- *405 *385 - *354 *146 - Platoon blocked, %1 1 ----1 1 1 1 1 Mov Cap-1 Maneuver *604 *604 -- 201 201 -- *191 *1 278 *41 *1 *395 Mov Cap-2 Maneuver -------- *268 *81 - *142 *58 - Stage 1 -------- *62 *140 - *378 *282 - Stage 2 -------- *289 *282 - *269 *136 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.7 20.6 21.7 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)268 278 * 604 -- 201 -- 231 HCM Lane V/C Ratio 0.042 0.185 0.068 -- 0.267 -- 0.067 HCM Control Delay (s)19 20.9 11.4 -- 29.3 -- 21.7 HCM Lane LOS C C B --D --C HCM 95th %tile Q(veh)0.1 0.7 0.2 --1 -- 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2022 - Existing - PM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1581 9 0 2317 0 4 Future Vol, veh/h 1581 9 0 2317 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 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 99 99 99 99 99 99 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 1597 9 0 2340 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 803 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 -0 280 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 280 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 18 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)280 --- HCM Lane V/C Ratio 0.014 --- HCM Control Delay (s)18 --- HCM Lane LOS C --- HCM 95th %tile Q(veh)0 --- 2022 - Existing - PM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 0 7 9 0 16 1 11 155 8 9 171 22 Future Vol, veh/h 35 0 7 9 0 16 1 11 155 8 9 171 22 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None --- None -- None Storage Length ------- 72 -- 72 -- Veh in Median Storage, # -1 --1 ---0 --0 - Grade, %-0 --0 ---0 --0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 44 0 9 11 0 20 1 14 194 10 11 214 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 377 484 121 358 493 102 241 242 0 0 204 0 0 Stage 1 250 250 - 229 229 -------- Stage 2 127 234 - 129 264 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.22 -- Pot Cap-1 Maneuver 694 562 *1014 *718 555 933 1237 1449 -- 1365 -- Stage 1 880 788 - *753 713 -------- Stage 2 863 710 - *956 776 -------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 670 551 *1014 *701 545 933 1428 1428 -- 1365 -- Mov Cap-2 Maneuver 691 582 - *673 580 -------- Stage 1 870 781 - *745 705 -------- Stage 2 836 702 - *940 769 -------- Approach EB WB NB SB HCM Control Delay, s 10.3 9.6 0.5 0.3 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1428 -- 730 819 1365 -- HCM Lane V/C Ratio 0.011 -- 0.072 0.038 0.008 -- HCM Control Delay (s)7.5 -- 10.3 9.6 7.7 -- HCM Lane LOS A --B A A -- HCM 95th %tile Q(veh)0 -- 0.2 0.1 0 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2022 - Existing - PM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 21 0 27 0 146 24 33 155 0 Future Vol, veh/h 0 0 0 21 0 27 0 146 24 33 155 0 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 --------- 180 -- Veh in Median Storage, # -1 --1 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 26 0 34 0 183 30 41 194 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 368 489 97 377 474 107 194 0 0 213 0 0 Stage 1 276 276 - 198 198 ------- Stage 2 92 213 - 179 276 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.22 -- Pot Cap-1 Maneuver 657 532 *1035 646 542 926 1468 -- 1355 -- Stage 1 800 738 - 785 736 ------- Stage 2 905 725 - 916 738 ------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 618 516 *1035 631 526 926 1468 -- 1355 -- Mov Cap-2 Maneuver 654 554 - 664 571 ------- Stage 1 800 716 - 785 736 ------- Stage 2 872 725 - 888 716 ------- Approach EB WB NB SB HCM Control Delay, s 0 9.9 0 1.4 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1468 --- 790 1355 -- HCM Lane V/C Ratio ---- 0.076 0.03 -- HCM Control Delay (s)0 --0 9.9 7.7 -- HCM Lane LOS A --A A A -- HCM 95th %tile Q(veh)0 --- 0.2 0.1 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2024 Background Traffic 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)9 202 1564 164 2 273 464 108 12 192 746 546 Future Volume (vph)9 202 1564 164 2 273 464 108 12 192 746 546 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.986 0.972 0.937 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4721 0 0 3662 4682 0 0 3433 4765 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4721 0 0 3662 4682 0 0 3433 4765 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)15 47 132 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)10 215 1664 174 2 290 494 115 13 204 794 581 Shared Lane Traffic (%) Lane Group Flow (vph)0 225 1838 0 0 292 609 0 0 217 1375 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)235 363 114 Future Volume (vph)235 363 114 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.97 0.91 0.91 Frt 0.964 Flt Protected 0.950 Satd. Flow (prot)3433 4902 0 Flt Permitted 0.950 Satd. Flow (perm)3433 4902 0 Right Turn on Red Yes Satd. Flow (RTOR)56 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.94 0.94 0.94 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)250 386 121 Shared Lane Traffic (%) Lane Group Flow (vph)250 507 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%)14.6% 14.6% 40.8%16.2% 16.2% 42.3%16.2% 16.2% 27.7% Maximum Green (s)11.5 11.5 45.5 13.5 13.5 47.5 13.5 13.5 28.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)12.5 46.9 14.1 48.5 13.5 29.8 Actuated g/C Ratio 0.10 0.36 0.11 0.37 0.10 0.23 v/c Ratio 0.64 1.07 0.74 0.34 0.61 1.25dr Control Delay 79.4 93.9 66.9 46.5 63.4 118.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.4 93.9 66.9 46.5 63.4 118.2 LOS E F E D E F Approach Delay 92.3 53.1 110.7 Approach LOS F D F Queue Length 50th (ft)102 ~643 132 172 90 ~470 Queue Length 95th (ft)145 #742 m181 m213 134 #568 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)352 1712 408 1776 382 1195 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.64 1.07 0.72 0.34 0.57 1.15 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 32 (25%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay: 85.1 Intersection LOS: F Intersection Capacity Utilization 96.7%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBL SBT SBR Minimum Split (s)44.2 53.5 Total Split (s)20.0 35.0 Total Split (%)15.4% 26.9% Maximum Green (s)12.5 27.5 Yellow Time (s)4.5 4.5 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.2 29.5 Actuated g/C Ratio 0.10 0.23 v/c Ratio 0.72 0.44 Control Delay 69.1 39.7 Queue Delay 0.0 0.0 Total Delay 69.1 39.7 LOS E D Approach Delay 49.4 Approach LOS D Queue Length 50th (ft)106 121 Queue Length 95th (ft)153 159 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)356 1157 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.70 0.44 Intersection Summary 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (vph)77 2385 106 118 259 804 29 1 63 68 220 187 Future Volume (vph)77 2385 106 118 259 804 29 1 63 68 220 187 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)14 12 12 12 14 12 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 225 Storage Lanes 1 1 2 1 1 1 1 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 1770 Flt Permitted 0.950 0.060 0.569 0.497 Satd. Flow (perm)1888 4759 1583 0 231 4759 1583 0 1060 1863 1583 926 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)151 151 210 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%)2%9%2%2%2%9%2%2%2%2%2%2% Adj. Flow (vph)83 2565 114 127 278 865 31 1 68 73 237 201 Shared Lane Traffic (%) Lane Group Flow (vph)83 2565 114 0 405 865 31 0 69 73 237 201 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right R NA Left Left Right R NA Left Left Right Left Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 9 15 9 15 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm pm+pt Protected Phases 5 2 1 1 6 3 3 8 7 Permitted Phases 2 2 2 6 8 8 8 4 Detector Phase 5 2 2 1 1 6 6 3 3 8 8 7 Switch Phase Minimum Initial (s)5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBT SBR Lane Configurations Traffic Volume (vph)238 41 Future Volume (vph)238 41 Ideal Flow (vphpl)1900 1900 Lane Width (ft)12 12 Storage Length (ft)0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 0.95 Frt 0.978 Flt Protected Satd. Flow (prot)3461 0 Flt Permitted Satd. Flow (perm)3461 0 Right Turn on Red Yes Satd. Flow (RTOR)12 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.93 0.93 Heavy Vehicles (%)2%2% Adj. Flow (vph)256 44 Shared Lane Traffic (%) Lane Group Flow (vph)300 0 Enter Blocked Intersection No No Lane Alignment Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 Turning Speed (mph)9 Number of Detectors 1 Detector Template Leading Detector (ft)50 Trailing Detector (ft)0 Detector 1 Position(ft)0 Detector 1 Size(ft)50 Detector 1 Type Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 Detector 1 Queue (s)0.0 Detector 1 Delay (s)0.0 Turn Type NA Protected Phases 4 Permitted Phases Detector Phase 4 Switch Phase Minimum Initial (s)5.0 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Minimum Split (s)14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 15.0 Total Split (s)16.0 67.0 67.0 25.0 25.0 76.0 76.0 17.0 17.0 16.0 16.0 22.0 Total Split (%)12.3% 51.5% 51.5% 19.2% 19.2% 58.5% 58.5% 13.1% 13.1% 12.3% 12.3% 16.9% Maximum Green (s)9.0 60.0 60.0 18.0 18.0 69.0 69.0 10.0 10.0 9.0 9.0 15.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None None C-Max C-Max None None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)12.0 68.5 68.5 85.7 73.7 73.7 23.1 11.6 11.6 32.8 Actuated g/C Ratio 0.09 0.53 0.53 0.66 0.57 0.57 0.18 0.09 0.09 0.25 v/c Ratio 0.48 1.02 0.13 0.67 0.32 0.03 0.27 0.44 0.71 0.58 Control Delay 51.3 41.4 0.8 24.3 13.5 0.0 40.4 64.6 23.4 47.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.3 41.4 0.8 24.3 13.5 0.0 40.4 64.6 23.4 47.8 LOS D D A C B A D E C D Approach Delay 40.0 16.5 34.4 Approach LOS D B C Queue Length 50th (ft)62 ~847 0 100 165 0 45 59 21 141 Queue Length 95th (ft)m67 m#804 m0 m142 166 m0 85 110 110 218 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 225 Base Capacity (vph)174 2506 905 711 2697 962 277 179 342 353 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.48 1.02 0.13 0.57 0.32 0.03 0.25 0.41 0.69 0.57 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 73 (56%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 175 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 34.6 Intersection LOS: C Intersection Capacity Utilization 94.2%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Lane Group SBT SBR Minimum Split (s)46.0 Total Split (s)21.0 Total Split (%)16.2% Maximum Green (s)14.0 Yellow Time (s)4.0 All-Red Time (s)3.0 Lost Time Adjust (s)-3.5 Total Lost Time (s)3.5 Lead/Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 Recall Mode None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)20.2 Actuated g/C Ratio 0.16 v/c Ratio 0.55 Control Delay 53.7 Queue Delay 0.0 Total Delay 53.7 LOS D Approach Delay 51.3 Approach LOS D Queue Length 50th (ft)120 Queue Length 95th (ft)173 Internal Link Dist (ft)1178 Turn Bay Length (ft) Base Capacity (vph)547 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.55 Intersection Summary 2024 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Peytonville & FM 1709 2024 - Background - AM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 1.5 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 9 2530 6 18 23 849 21 1 0 14 2 4 0 20 Future Vol, veh/h 23 9 2530 6 18 23 849 21 1 0 14 2 4 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None --- None Storage Length - 195 --- 335 ---- 100 ---- Veh in Median Storage, # --0 ---0 --1 ---1 - Grade, %--0 ---0 --0 ---0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 23 9 2582 6 18 23 866 21 1 0 14 2 4 0 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 648 887 0 0 1889 2588 0 0 3077 3618 1294 0 2056 3611 444 Stage 1 -------- 2649 2649 -0 959 959 - Stage 2 -------- 428 969 -0 1097 2652 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 - 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 - 3.82 4.02 3.92 Pot Cap-1 Maneuver *1240 *922 -- 139 62 -- *18 6 132 0 111 6 *733 Stage 1 -------- *13 47 -0 675 666 - Stage 2 -------- *753 658 -0 205 47 - Platoon blocked, %1 1 ----1 1 -1 1 1 Mov Cap-1 Maneuver *1110 *1110 -- 79 79 -- *10 3 132 0 57 3 *733 Mov Cap-2 Maneuver -------- *12 37 -0 115 4 - Stage 1 -------- *13 46 -0 655 314 - Stage 2 -------- *345 310 -0 177 46 - Approach EB WB NB SB HCM Control Delay, s 0.1 4.2 55.3 14.9 HCM LOS F B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)12 132 * 1110 -- 79 -- 387 HCM Lane V/C Ratio 0.085 0.108 0.029 -- 0.53 -- 0.063 HCM Control Delay (s)$ 331.2 35.6 8.3 -- 92.4 -- 14.9 HCM Lane LOS F E A --F --B HCM 95th %tile Q(veh)0.2 0.4 0.1 -- 2.3 -- 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background - AM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2560 2 0 910 0 1 Future Vol, veh/h 2560 2 0 910 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 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 97 97 97 97 97 97 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2639 2 0 938 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 1321 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 -0 126 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 126 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 33.8 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)126 --- HCM Lane V/C Ratio 0.008 --- HCM Control Delay (s)33.8 --- HCM Lane LOS D --- HCM 95th %tile Q(veh)0 --- 2024 - Background - AM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 7 12 0 96 2 10 247 47 1 180 413 10 Future Vol, veh/h 5 0 7 12 0 96 2 10 247 47 1 180 413 10 Conflicting Peds, #/hr 0 0 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 Free Free RT Channelized -- None -- None --- None --- None Storage Length ------- 72 --- 72 -- Veh in Median Storage, # -1 --1 ---0 ---0 - Grade, %-0 --0 ---0 ---0 - Peak Hour Factor 74 74 74 74 74 74 74 74 74 74 74 74 74 74 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 0 9 16 0 130 3 14 334 64 1 243 558 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1254 1485 286 1167 1460 199 572 572 0 0 397 398 0 0 Stage 1 1053 1053 - 400 400 --------- Stage 2 201 432 - 767 1060 --------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 176 149 *937 209 155 809 934 1191 -- 804 1157 -- Stage 1 320 361 - 597 600 --------- Stage 2 782 581 - 504 358 --------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 122 116 *937 171 120 809 1137 1137 -- 1153 1153 -- Mov Cap-2 Maneuver 216 191 - 282 211 --------- Stage 1 316 284 - 589 592 --------- Stage 2 647 573 - 393 282 --------- Approach EB WB NB SB HCM Control Delay, s 14.6 11.9 0.3 2.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1137 -- 392 670 1153 -- HCM Lane V/C Ratio 0.014 -- 0.041 0.218 0.212 -- HCM Control Delay (s)8.2 -- 14.6 11.9 9 -- HCM Lane LOS A --B B A -- HCM 95th %tile Q(veh)0 -- 0.1 0.8 0.8 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background - AM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 5 0 70 0 248 174 7 290 137 0 Future Vol, veh/h 0 0 0 5 0 70 0 248 174 7 290 137 0 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None -- None --- None Storage Length ---------- 180 -- Veh in Median Storage, # -1 --1 --0 ---0 - Grade, %-0 --0 --0 ---0 - Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71 71 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 7 0 99 0 349 245 10 408 193 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1204 1623 97 1405 1501 297 193 0 0 594 594 0 0 Stage 1 1029 1029 - 472 472 -------- Stage 2 175 594 - 933 1029 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 148 104 1027 104 125 699 1430 -- 603 978 -- Stage 1 262 318 - 542 557 -------- Stage 2 810 491 - 301 318 -------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 84 59 1027 69 70 699 1430 -- 960 960 -- Mov Cap-2 Maneuver 161 65 - 139 146 -------- Stage 1 262 180 - 542 557 -------- Stage 2 696 491 - 170 180 -------- Approach EB WB NB SB HCM Control Delay, s 0 13.1 0 7.9 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1430 --- 551 960 -- HCM Lane V/C Ratio ---- 0.192 0.436 -- HCM Control Delay (s)0 --0 13.1 11.6 -- HCM Lane LOS A --A B B -- HCM 95th %tile Q(veh)0 --- 0.7 2.2 -- 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)14 140 906 178 7 522 1425 199 26 241 496 426 Future Volume (vph)14 140 906 178 7 522 1425 199 26 241 496 426 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.975 0.982 0.931 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4689 0 0 3662 4710 0 0 3433 4734 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4689 0 0 3662 4710 0 0 3433 4734 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)28 20 134 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)15 149 964 189 7 555 1516 212 28 256 528 453 Shared Lane Traffic (%) Lane Group Flow (vph)0 164 1153 0 0 562 1728 0 0 284 981 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph)3 225 876 219 Future Volume (vph)3 225 876 219 Ideal Flow (vphpl)1900 1900 1900 1900 Lane Width (ft)12 12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.91 0.97 0.91 0.91 Frt 0.970 Flt Protected 0.950 Satd. Flow (prot)0 3433 4933 0 Flt Permitted 0.950 Satd. Flow (perm)0 3433 4933 0 Right Turn on Red Yes Satd. Flow (RTOR)36 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.94 0.94 0.94 0.94 Heavy Vehicles (%)2%2%2%2% Adj. Flow (vph)3 239 932 233 Shared Lane Traffic (%) Lane Group Flow (vph)0 242 1165 0 Enter Blocked Intersection No No No No Lane Alignment R NA Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 Number of Detectors 1 1 1 Detector Template Leading Detector (ft)50 50 50 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s)5.0 5.0 5.0 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)23.0 23.0 54.0 35.0 35.0 66.0 23.0 23.0 41.0 Total Split (%)15.3% 15.3% 36.0%23.3% 23.3% 44.0%15.3% 15.3% 27.3% Maximum Green (s)15.5 15.5 46.5 27.5 27.5 58.5 15.5 15.5 33.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lead Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)13.0 49.3 27.1 63.4 16.0 34.1 Actuated g/C Ratio 0.09 0.33 0.18 0.42 0.11 0.23 v/c Ratio 0.52 0.74 0.85 0.86 0.78 0.98dr Control Delay 64.5 60.8 57.7 71.4 80.1 54.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.5 60.8 57.7 71.4 80.1 54.5 LOS E E E E F D Approach Delay 61.3 68.0 60.2 Approach LOS E E E Queue Length 50th (ft)80 432 293 635 141 294 Queue Length 95th (ft)117 482 360 699 #194 352 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)402 1560 695 2002 377 1192 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.74 0.81 0.86 0.75 0.82 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 32 (21%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay: 73.4 Intersection LOS: E Intersection Capacity Utilization 87.7%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBU SBL SBT SBR Minimum Split (s)44.2 44.2 53.5 Total Split (s)20.0 20.0 38.0 Total Split (%)13.3% 13.3% 25.3% Maximum Green (s)12.5 12.5 30.5 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.4 31.5 Actuated g/C Ratio 0.09 0.21 v/c Ratio 0.79 1.09 Control Delay 85.5 109.5 Queue Delay 0.0 0.0 Total Delay 85.5 109.5 LOS F F Approach Delay 105.4 Approach LOS F Queue Length 50th (ft)121 ~460 Queue Length 95th (ft)#183 #558 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)308 1064 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.79 1.09 Intersection Summary 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)1 90 1443 61 53 78 2142 62 1 44 27 115 Future Volume (vph)1 90 1443 61 53 78 2142 62 1 44 27 115 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 Storage Lanes 1 1 2 1 1 1 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 Flt Permitted 0.950 0.137 0.000 Satd. Flow (perm)0 1888 4759 1583 0 528 4759 1583 0 0 1863 1583 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)131 131 182 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)1 92 1472 62 54 80 2186 63 1 45 28 117 Shared Lane Traffic (%) Lane Group Flow (vph)0 93 1472 62 0 134 2186 63 0 46 28 117 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases 2 2 2 6 8 8 8 Detector Phase 5 5 2 2 1 1 6 6 3 3 8 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)125 39 148 Future Volume (vph)125 39 148 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)225 0 Storage Lanes 1 0 Taper Length (ft)25 Lane Util. Factor 1.00 0.95 0.95 Frt 0.881 Flt Protected 0.950 Satd. Flow (prot)1770 3118 0 Flt Permitted 0.000 Satd. Flow (perm)0 3118 0 Right Turn on Red Yes Satd. Flow (RTOR)151 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.98 0.98 0.98 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)128 40 151 Shared Lane Traffic (%) Lane Group Flow (vph)128 191 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type pm+pt NA Protected Phases 7 4 Permitted Phases 4 Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)14.0 14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 Total Split (s)22.0 22.0 85.0 85.0 22.0 22.0 85.0 85.0 23.0 23.0 24.0 24.0 Total Split (%)14.7% 14.7% 56.7% 56.7% 14.7% 14.7% 56.7% 56.7% 15.3% 15.3% 16.0% 16.0% Maximum Green (s)15.0 15.0 78.0 78.0 15.0 15.0 78.0 78.0 16.0 16.0 17.0 17.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lag Lead Lead Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max C-Max None None C-Max C-Max None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)18.0 100.6 100.6 109.5 91.5 91.5 14.1 10.6 10.6 Actuated g/C Ratio 0.12 0.67 0.67 0.73 0.61 0.61 0.09 0.07 0.07 v/c Ratio 0.41 0.46 0.06 0.24 0.75 0.06 0.28 0.21 0.42 Control Delay 55.2 9.5 0.1 7.7 23.3 0.5 66.9 68.7 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.2 9.5 0.1 7.7 23.3 0.5 66.9 68.7 4.8 LOS E A A A C A E E A Approach Delay 11.8 21.9 29.1 Approach LOS B C C Queue Length 50th (ft)83 151 0 24 665 0 42 26 0 Queue Length 95th (ft)m114 182 m0 m28 771 m0 86 60 2 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 Base Capacity (vph)226 3190 1104 775 2901 1016 230 254 373 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.46 0.06 0.17 0.75 0.06 0.20 0.11 0.31 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 73 (49%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 135 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 20.4 Intersection LOS: C Intersection Capacity Utilization 70.9%ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Splits and Phases: 5: Peytonville & FM 1709 2024 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 Lane Group SBL SBT SBR Minimum Split (s)15.0 46.0 Total Split (s)19.0 20.0 Total Split (%)12.7% 13.3% Maximum Green (s)12.0 13.0 Yellow Time (s)4.0 4.0 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-3.5 -3.5 Total Lost Time (s)3.5 3.5 Lead/Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)14.9 13.8 Actuated g/C Ratio 0.10 0.09 v/c Ratio 0.73 0.45 Control Delay 88.8 20.2 Queue Delay 0.0 0.0 Total Delay 88.8 20.2 LOS F C Approach Delay 47.8 Approach LOS D Queue Length 50th (ft)123 20 Queue Length 95th (ft)#214 59 Internal Link Dist (ft)1178 Turn Bay Length (ft)225 Base Capacity (vph)182 509 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.70 0.38 Intersection Summary 2024 - Background - PM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 0.9 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 10 1545 39 5 47 2274 17 11 0 51 6 0 9 Future Vol, veh/h 30 10 1545 39 5 47 2274 17 11 0 51 6 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None -- None Storage Length - 195 --- 335 ---- 100 --- Veh in Median Storage, # --0 ---0 --1 --1 - Grade, %--0 ---0 --0 --0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 31 10 1593 40 5 48 2344 18 11 0 53 6 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1724 2362 0 0 1192 1633 0 0 2739 4163 817 3178 4174 1181 Stage 1 -------- 1695 1695 - 2459 2459 - Stage 2 -------- 1044 2468 - 719 1715 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver *638 *475 -- 344 191 -- *293 *2 274 *71 *2 *377 Stage 1 -------- *64 *147 - *387 *368 - Stage 2 -------- *387 *368 - *351 *144 - Platoon blocked, %1 1 ----1 1 1 1 1 Mov Cap-1 Maneuver *578 *578 -- 197 197 -- *213 *1 274 *43 *1 *377 Mov Cap-2 Maneuver -------- *215 *78 - *139 *57 - Stage 1 -------- *59 *137 - *360 *267 - Stage 2 -------- *274 *267 - *264 *134 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.7 21.5 22.3 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)215 274 * 578 -- 197 -- 224 HCM Lane V/C Ratio 0.053 0.192 0.071 -- 0.272 -- 0.069 HCM Control Delay (s)22.7 21.2 11.7 -- 30 -- 22.3 HCM Lane LOS C C B --D --C HCM 95th %tile Q(veh)0.2 0.7 0.2 -- 1.1 -- 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background - PM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1597 9 0 2340 0 4 Future Vol, veh/h 1597 9 0 2340 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 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 99 99 99 99 99 99 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 1613 9 0 2364 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 811 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 -0 277 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 277 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 18.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)277 --- HCM Lane V/C Ratio 0.015 --- HCM Control Delay (s)18.2 --- HCM Lane LOS C --- HCM 95th %tile Q(veh)0 --- 2024 - Background - PM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 0 7 9 0 16 1 11 157 8 9 173 22 Future Vol, veh/h 35 0 7 9 0 16 1 11 157 8 9 173 22 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None --- None -- None Storage Length ------- 72 -- 72 -- Veh in Median Storage, # -1 --1 ---0 --0 - Grade, %-0 --0 ---0 --0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 44 0 9 11 0 20 1 14 196 10 11 216 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 380 488 122 361 497 103 244 244 0 0 206 0 0 Stage 1 252 252 - 231 231 -------- Stage 2 128 236 - 130 266 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.22 -- Pot Cap-1 Maneuver 690 559 *1014 *714 552 932 1231 1447 -- 1363 -- Stage 1 877 786 - *751 712 -------- Stage 2 862 708 - *956 775 -------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 666 549 *1014 *697 541 932 1425 1425 -- 1363 -- Mov Cap-2 Maneuver 689 581 - *671 578 -------- Stage 1 867 780 - *743 704 -------- Stage 2 835 700 - *940 768 -------- Approach EB WB NB SB HCM Control Delay, s 10.3 9.6 0.5 0.3 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1425 -- 728 818 1363 -- HCM Lane V/C Ratio 0.011 -- 0.072 0.038 0.008 -- HCM Control Delay (s)7.6 -- 10.3 9.6 7.7 -- HCM Lane LOS A --B A A -- HCM 95th %tile Q(veh)0 -- 0.2 0.1 0 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background - PM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 21 0 27 0 147 24 33 157 0 Future Vol, veh/h 0 0 0 21 0 27 0 147 24 33 157 0 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 --------- 180 -- Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 26 0 34 0 184 30 41 196 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 370 492 98 379 477 107 196 0 0 214 0 0 Stage 1 278 278 - 199 199 ------- Stage 2 92 214 - 180 278 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.22 -- Pot Cap-1 Maneuver 562 476 939 553 486 926 1374 -- 1353 -- Stage 1 705 679 - 784 735 ------- Stage 2 905 724 - 804 679 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 529 462 939 540 471 926 1374 -- 1353 -- Mov Cap-2 Maneuver 529 462 - 540 471 ------- Stage 1 705 659 - 784 735 ------- Stage 2 872 724 - 780 659 ------- Approach EB WB NB SB HCM Control Delay, s 0 10.6 0 1.3 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1374 --- 705 1353 -- HCM Lane V/C Ratio ---- 0.085 0.03 -- HCM Control Delay (s)0 --0 10.6 7.7 -- HCM Lane LOS A --A B A -- HCM 95th %tile Q(veh)0 --- 0.3 0.1 -- kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2024 Background Plus Site Traffic 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)9 202 1583 164 2 285 482 120 12 192 746 565 Future Volume (vph)9 202 1583 164 2 285 482 120 12 192 746 565 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.986 0.970 0.935 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4721 0 0 3662 4676 0 0 3433 4755 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4721 0 0 3662 4676 0 0 3433 4755 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)15 52 136 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)10 220 1721 178 2 310 524 130 13 209 811 614 Shared Lane Traffic (%) Lane Group Flow (vph)0 230 1899 0 0 312 654 0 0 222 1425 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)248 363 114 Future Volume (vph)248 363 114 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.97 0.91 0.91 Frt 0.964 Flt Protected 0.950 Satd. Flow (prot)3433 4902 0 Flt Permitted 0.950 Satd. Flow (perm)3433 4902 0 Right Turn on Red Yes Satd. Flow (RTOR)56 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.92 0.92 0.92 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)270 395 124 Shared Lane Traffic (%) Lane Group Flow (vph)270 519 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%)14.6% 14.6% 40.8%16.2% 16.2% 42.3%16.2% 16.2% 27.7% Maximum Green (s)11.5 11.5 45.5 13.5 13.5 47.5 13.5 13.5 28.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)12.5 46.7 14.3 48.5 13.5 29.7 Actuated g/C Ratio 0.10 0.36 0.11 0.37 0.10 0.23 v/c Ratio 0.65 1.11 0.78 0.37 0.62 1.32dr Control Delay 79.5 107.4 70.5 46.2 63.8 136.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.5 107.4 70.5 46.2 63.8 136.3 LOS E F E D E F Approach Delay 104.4 54.1 126.5 Approach LOS F D F Queue Length 50th (ft)103 ~684 143 177 93 ~501 Queue Length 95th (ft)148 #782 m#197 m222 136 #600 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)352 1706 408 1777 382 1190 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.65 1.11 0.76 0.37 0.58 1.20 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 32 (25%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.20 Intersection Signal Delay: 94.6 Intersection LOS: F Intersection Capacity Utilization 98.2%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBL SBT SBR Minimum Split (s)44.2 53.5 Total Split (s)20.0 35.0 Total Split (%)15.4% 26.9% Maximum Green (s)12.5 27.5 Yellow Time (s)4.5 4.5 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.3 29.5 Actuated g/C Ratio 0.10 0.23 v/c Ratio 0.77 0.45 Control Delay 71.9 40.1 Queue Delay 0.0 0.0 Total Delay 71.9 40.1 LOS E D Approach Delay 51.0 Approach LOS D Queue Length 50th (ft)115 124 Queue Length 95th (ft)#173 163 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)356 1154 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.76 0.45 Intersection Summary 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (vph)95 2414 106 118 291 804 29 1 104 74 220 187 Future Volume (vph)95 2414 106 118 291 804 29 1 104 74 220 187 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)14 12 12 12 14 12 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 225 Storage Lanes 1 1 2 1 1 1 1 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 1770 Flt Permitted 0.950 0.060 0.383 0.462 Satd. Flow (perm)1888 4759 1583 0 231 4759 1583 0 713 1863 1583 861 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)151 151 210 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%9%2%2%2%9%2%2%2%2%2%2% Adj. Flow (vph)103 2624 115 128 316 874 32 1 113 80 239 203 Shared Lane Traffic (%) Lane Group Flow (vph)103 2624 115 0 444 874 32 0 114 80 239 203 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right R NA Left Left Right R NA Left Left Right Left Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 9 15 9 15 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm pm+pt Protected Phases 5 2 1 1 6 3 3 8 7 Permitted Phases 2 2 2 6 8 8 8 4 Detector Phase 5 2 2 1 1 6 6 3 3 8 8 7 Switch Phase Minimum Initial (s)5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBT SBR Lane Configurations Traffic Volume (vph)263 41 Future Volume (vph)263 41 Ideal Flow (vphpl)1900 1900 Lane Width (ft)12 12 Storage Length (ft)0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 0.95 Frt 0.980 Flt Protected Satd. Flow (prot)3468 0 Flt Permitted Satd. Flow (perm)3468 0 Right Turn on Red Yes Satd. Flow (RTOR)11 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.92 0.92 Heavy Vehicles (%)2%2% Adj. Flow (vph)286 45 Shared Lane Traffic (%) Lane Group Flow (vph)331 0 Enter Blocked Intersection No No Lane Alignment Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 Turning Speed (mph)9 Number of Detectors 1 Detector Template Leading Detector (ft)50 Trailing Detector (ft)0 Detector 1 Position(ft)0 Detector 1 Size(ft)50 Detector 1 Type Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 Detector 1 Queue (s)0.0 Detector 1 Delay (s)0.0 Turn Type NA Protected Phases 4 Permitted Phases Detector Phase 4 Switch Phase Minimum Initial (s)5.0 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Minimum Split (s)14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 15.0 Total Split (s)16.0 67.0 67.0 25.0 25.0 76.0 76.0 17.0 17.0 16.0 16.0 22.0 Total Split (%)12.3% 51.5% 51.5% 19.2% 19.2% 58.5% 58.5% 13.1% 13.1% 12.3% 12.3% 16.9% Maximum Green (s)9.0 60.0 60.0 18.0 18.0 69.0 69.0 10.0 10.0 9.0 9.0 15.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None None C-Max C-Max None None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)12.0 66.9 66.9 85.1 73.1 73.1 25.1 12.4 12.4 33.4 Actuated g/C Ratio 0.09 0.51 0.51 0.65 0.56 0.56 0.19 0.10 0.10 0.26 v/c Ratio 0.59 1.07 0.13 0.70 0.33 0.03 0.47 0.45 0.70 0.59 Control Delay 52.2 59.0 0.8 26.5 13.9 0.0 45.2 64.3 22.7 48.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 52.2 59.0 0.8 26.5 13.9 0.0 45.2 64.3 22.7 48.0 LOS D E A C B A D E C D Approach Delay 56.4 17.7 36.3 Approach LOS E B D Queue Length 50th (ft)78 ~901 0 117 168 0 76 65 23 142 Queue Length 95th (ft)m79 m#787 m0 m166 168 m0 128 118 113 218 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 225 Base Capacity (vph)174 2447 887 709 2676 956 251 180 343 350 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.59 1.07 0.13 0.63 0.33 0.03 0.45 0.44 0.70 0.58 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 73 (56%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 44.6 Intersection LOS: D Intersection Capacity Utilization 95.6%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Lane Group SBT SBR Minimum Split (s)46.0 Total Split (s)21.0 Total Split (%)16.2% Maximum Green (s)14.0 Yellow Time (s)4.0 All-Red Time (s)3.0 Lost Time Adjust (s)-3.5 Total Lost Time (s)3.5 Lead/Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 Recall Mode None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)17.1 Actuated g/C Ratio 0.13 v/c Ratio 0.71 Control Delay 61.3 Queue Delay 0.0 Total Delay 61.3 LOS E Approach Delay 56.2 Approach LOS E Queue Length 50th (ft)137 Queue Length 95th (ft)190 Internal Link Dist (ft)1178 Turn Bay Length (ft) Base Capacity (vph)478 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.69 Intersection Summary 2024 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Peytonville & FM 1709 2024 - Background + Site - AM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 2.5 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 9 2568 19 18 23 890 21 1 0 26 2 4 0 20 Future Vol, veh/h 23 9 2568 19 18 23 890 21 1 0 26 2 4 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None --- None Storage Length - 195 --- 335 ---- 100 ---- Veh in Median Storage, # --0 ---0 --1 ---1 - Grade, %--0 ---0 --0 ---0 - Peak Hour Factor 92 92 92 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 2 2 2 Mvmt Flow 25 10 2791 21 20 25 967 23 1 0 28 2 4 0 22 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 723 990 0 0 2053 2812 0 0 3349 3952 1406 0 2255 3951 495 Stage 1 -------- 2872 2872 -0 1069 1069 - Stage 2 -------- 477 1080 -0 1186 2882 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 - 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 - 3.82 4.02 3.92 Pot Cap-1 Maneuver *1206 *897 -- 112 48 -- *11 3 110 0 86 3 *714 Stage 1 --------*9 36 -0 640 637 - Stage 2 -------- *732 629 -0 180 36 - Platoon blocked, %1 1 ----1 1 -1 1 1 Mov Cap-1 Maneuver *1079 *1079 -- 60 60 --*4 1 110 0 24 1 *714 Mov Cap-2 Maneuver --------*8 25 -0 72 ~ -10 - Stage 1 --------*9 35 -0 619 155 - Stage 2 -------- *173 153 -0 129 35 - Approach EB WB NB SB HCM Control Delay, s 0.1 7 66 18.8 HCM LOS F C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)8 110 * 1079 -- 60 -- 287 HCM Lane V/C Ratio 0.136 0.257 0.032 -- 0.743 -- 0.091 HCM Control Delay (s)$ 516.1 48.7 8.4 -- 162.3 -- 18.8 HCM Lane LOS F E A --F --C HCM 95th %tile Q(veh)0.3 0.9 0.1 -- 3.2 -- 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background + Site - AM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2595 8 0 951 0 13 Future Vol, veh/h 2595 8 0 951 0 13 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 2821 9 0 1034 0 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 1415 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 -0 109 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 109 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 42.9 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)109 --- HCM Lane V/C Ratio 0.13 --- HCM Control Delay (s)42.9 --- HCM Lane LOS E --- HCM 95th %tile Q(veh)0.4 --- 2024 - Background + Site - AM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 0 19 12 0 96 2 16 270 47 1 180 438 42 Future Vol, veh/h 28 0 19 12 0 96 2 16 270 47 1 180 438 42 Conflicting Peds, #/hr 0 0 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 Free Free RT Channelized -- None -- None --- None --- None Storage Length ------- 72 --- 72 -- Veh in Median Storage, # -1 --1 ---0 ---0 - Grade, %-0 --0 ---0 ---0 - Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76 76 76 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 37 0 25 16 0 126 3 21 355 62 1 237 576 55 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1306 1545 316 1198 1541 209 632 631 0 0 417 417 0 0 Stage 1 1080 1080 - 434 434 --------- Stage 2 226 465 - 764 1107 --------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 169 140 *913 209 141 797 913 1164 -- 781 1138 -- Stage 1 323 362 - 570 579 --------- Stage 2 756 561 - 540 350 --------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 117 108 *913 168 109 797 1126 1126 -- 1134 1134 -- Mov Cap-2 Maneuver 211 185 - 283 199 --------- Stage 1 316 286 - 558 567 --------- Stage 2 623 549 - 415 277 --------- Approach EB WB NB SB HCM Control Delay, s 19.7 11.9 0.4 2.5 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1126 -- 306 663 1134 -- HCM Lane V/C Ratio 0.021 -- 0.202 0.214 0.21 -- HCM Control Delay (s)8.3 -- 19.7 11.9 9 -- HCM Lane LOS A --C B A -- HCM 95th %tile Q(veh)0.1 -- 0.7 0.8 0.8 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background + Site - AM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 0 12 5 0 70 13 254 174 7 290 149 25 Future Vol, veh/h 23 0 12 5 0 70 13 254 174 7 290 149 25 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None -- None --- None Storage Length ---------- 180 -- Veh in Median Storage, # -1 --1 --0 ---0 - Grade, %-0 --0 --0 ---0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 0 16 7 0 96 18 348 238 10 397 204 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1245 1657 119 1419 1555 293 238 0 0 586 586 0 0 Stage 1 1035 1035 - 503 503 -------- Stage 2 210 622 - 916 1052 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 144 102 *1031 106 118 703 1420 -- 610 985 -- Stage 1 271 326 - 519 540 -------- Stage 2 773 477 - 323 319 -------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 82 58 *1031 69 67 703 1420 -- 967 967 -- Mov Cap-2 Maneuver 154 55 - 136 136 -------- Stage 1 266 189 - 509 529 -------- Stage 2 654 467 - 184 185 -------- Approach EB WB NB SB HCM Control Delay, s 26.2 13 0.3 7.2 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1420 -- 217 550 967 -- HCM Lane V/C Ratio 0.013 -- 0.221 0.187 0.421 -- HCM Control Delay (s)7.6 0.1 - 26.2 13 11.4 -- HCM Lane LOS A A -D B B -- HCM 95th %tile Q(veh)0 -- 0.8 0.7 2.1 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)14 140 957 178 7 557 1478 234 26 241 496 477 Future Volume (vph)14 140 957 178 7 557 1478 234 26 241 496 477 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.977 0.980 0.926 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4696 0 0 3662 4705 0 0 3433 4709 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4696 0 0 3662 4705 0 0 3433 4709 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)26 24 151 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)15 152 1040 193 8 605 1607 254 28 262 539 518 Shared Lane Traffic (%) Lane Group Flow (vph)0 167 1233 0 0 613 1861 0 0 290 1057 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph)3 259 876 219 Future Volume (vph)3 259 876 219 Ideal Flow (vphpl)1900 1900 1900 1900 Lane Width (ft)12 12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.91 0.97 0.91 0.91 Frt 0.970 Flt Protected 0.950 Satd. Flow (prot)0 3433 4933 0 Flt Permitted 0.950 Satd. Flow (perm)0 3433 4933 0 Right Turn on Red Yes Satd. Flow (RTOR)37 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%2%2% Adj. Flow (vph)3 282 952 238 Shared Lane Traffic (%) Lane Group Flow (vph)0 285 1190 0 Enter Blocked Intersection No No No No Lane Alignment R NA Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 Number of Detectors 1 1 1 Detector Template Leading Detector (ft)50 50 50 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s)5.0 5.0 5.0 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)23.0 23.0 54.0 35.0 35.0 66.0 23.0 23.0 41.0 Total Split (%)15.3% 15.3% 36.0%23.3% 23.3% 44.0%15.3% 15.3% 27.3% Maximum Green (s)15.5 15.5 46.5 27.5 27.5 58.5 15.5 15.5 33.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lead Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)13.2 48.5 27.9 63.2 16.1 34.1 Actuated g/C Ratio 0.09 0.32 0.19 0.42 0.11 0.23 v/c Ratio 0.52 0.80 0.90 0.93 0.79 1.09dr Control Delay 64.7 63.6 53.3 67.5 81.0 58.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.7 63.6 53.3 67.5 81.0 58.2 LOS E E D E F E Approach Delay 63.7 64.0 63.1 Approach LOS E E E Queue Length 50th (ft)81 461 324 668 144 322 Queue Length 95th (ft)119 512 m#386 #783 #204 382 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)402 1535 695 1997 377 1199 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.80 0.88 0.93 0.77 0.88 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 32 (21%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 74.8 Intersection LOS: E Intersection Capacity Utilization 89.6%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBU SBL SBT SBR Minimum Split (s)44.2 44.2 53.5 Total Split (s)20.0 20.0 38.0 Total Split (%)13.3% 13.3% 25.3% Maximum Green (s)12.5 12.5 30.5 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.5 31.5 Actuated g/C Ratio 0.09 0.21 v/c Ratio 0.93 1.12 Control Delay 102.2 117.0 Queue Delay 0.0 0.0 Total Delay 102.2 117.0 LOS F F Approach Delay 114.1 Approach LOS F Queue Length 50th (ft)145 ~478 Queue Length 95th (ft)#234 #577 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)308 1065 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.93 1.12 Intersection Summary 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)1 143 1532 61 53 163 2142 62 1 168 45 115 Future Volume (vph)1 143 1532 61 53 163 2142 62 1 168 45 115 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 Storage Lanes 1 1 2 1 1 1 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 Flt Permitted 0.950 0.097 0.000 Satd. Flow (perm)0 1888 4759 1583 0 374 4759 1583 0 0 1863 1583 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)131 131 182 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)1 155 1665 66 58 177 2328 67 1 183 49 125 Shared Lane Traffic (%) Lane Group Flow (vph)0 156 1665 66 0 235 2328 67 0 184 49 125 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases 2 2 2 6 8 8 8 Detector Phase 5 5 2 2 1 1 6 6 3 3 8 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)125 107 148 Future Volume (vph)125 107 148 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)225 0 Storage Lanes 1 0 Taper Length (ft)25 Lane Util. Factor 1.00 0.95 0.95 Frt 0.913 Flt Protected 0.950 Satd. Flow (prot)1770 3231 0 Flt Permitted 0.000 Satd. Flow (perm)0 3231 0 Right Turn on Red Yes Satd. Flow (RTOR)161 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.92 0.92 0.92 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)136 116 161 Shared Lane Traffic (%) Lane Group Flow (vph)136 277 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type pm+pt NA Protected Phases 7 4 Permitted Phases 4 Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)14.0 14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 Total Split (s)22.0 22.0 85.0 85.0 22.0 22.0 85.0 85.0 23.0 23.0 24.0 24.0 Total Split (%)14.7% 14.7% 56.7% 56.7% 14.7% 14.7% 56.7% 56.7% 15.3% 15.3% 16.0% 16.0% Maximum Green (s)15.0 15.0 78.0 78.0 15.0 15.0 78.0 78.0 16.0 16.0 17.0 17.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lag Lead Lead Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max C-Max None None C-Max C-Max None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)18.0 91.1 91.1 102.1 84.1 84.1 19.8 17.9 17.9 Actuated g/C Ratio 0.12 0.61 0.61 0.68 0.56 0.56 0.13 0.12 0.12 v/c Ratio 0.69 0.58 0.07 0.48 0.87 0.07 0.79 0.22 0.36 Control Delay 64.9 13.4 0.1 13.8 33.6 0.8 86.0 60.9 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.9 13.4 0.1 13.8 33.6 0.8 86.0 60.9 4.0 LOS E B A B C A F E A Approach Delay 17.2 31.0 54.0 Approach LOS B C D Queue Length 50th (ft)140 195 0 60 841 0 173 43 0 Queue Length 95th (ft)m177 223 m0 m63 884 m0 #302 86 10 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 Base Capacity (vph)226 2891 1013 659 2667 945 241 254 373 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.69 0.58 0.07 0.36 0.87 0.07 0.76 0.19 0.34 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 73 (49%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 155 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 29.4 Intersection LOS: C Intersection Capacity Utilization 79.8%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Splits and Phases: 5: Peytonville & FM 1709 2024 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 Lane Group SBL SBT SBR Minimum Split (s)15.0 46.0 Total Split (s)19.0 20.0 Total Split (%)12.7% 13.3% Maximum Green (s)12.0 13.0 Yellow Time (s)4.0 4.0 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-3.5 -3.5 Total Lost Time (s)3.5 3.5 Lead/Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.1 13.1 Actuated g/C Ratio 0.10 0.09 v/c Ratio 0.77 0.65 Control Delay 92.6 34.2 Queue Delay 0.0 0.0 Total Delay 92.6 34.2 LOS F C Approach Delay 53.4 Approach LOS D Queue Length 50th (ft)131 57 Queue Length 95th (ft)#234 105 Internal Link Dist (ft)1178 Turn Bay Length (ft)225 Base Capacity (vph)182 498 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.75 0.56 Intersection Summary 2024 - Background + Site - PM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 2.3 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 10 1647 73 5 47 2398 17 11 0 86 6 0 9 Future Vol, veh/h 30 10 1647 73 5 47 2398 17 11 0 86 6 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None -- None Storage Length - 195 --- 335 ---- 100 --- Veh in Median Storage, # --0 ---0 --1 --1 - Grade, %--0 ---0 --0 --0 - Peak Hour Factor 92 92 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 2 2 Mvmt Flow 33 11 1790 79 5 51 2607 18 12 0 93 7 0 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1916 2625 0 0 1365 1869 0 0 3073 4655 935 3532 4685 1313 Stage 1 -------- 1918 1918 - 2728 2728 - Stage 2 -------- 1155 2737 - 804 1957 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver *609 *453 -- 275 146 -- *120 0 229 *24 *0 *360 Stage 1 -------- *44 114 - *370 *352 - Stage 2 -------- *370 348 - *311 *109 - Platoon blocked, %1 1 ----1 1 1 1 1 Mov Cap-1 Maneuver *551 *551 -- 148 148 -- *77 0 229 *9 *0 *360 Mov Cap-2 Maneuver -------- *19 59 - *81 *33 - Stage 1 -------- *41 105 - *341 *216 - Stage 2 -------- *221 214 - *170 *100 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.9 68.2 31.7 HCM LOS F D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)19 229 * 551 -- 148 -- 151 HCM Lane V/C Ratio 0.629 0.408 0.079 -- 0.382 -- 0.108 HCM Control Delay (s)$ 357.3 31.2 12.1 -- 43.6 -- 31.7 HCM Lane LOS F D B --E --D HCM 95th %tile Q(veh)1.7 1.9 0.3 -- 1.6 -- 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background + Site - PM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1703 26 0 2464 0 39 Future Vol, veh/h 1703 26 0 2464 0 39 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 1851 28 0 2678 0 42 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 940 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 -0 227 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 227 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 24.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)227 --- HCM Lane V/C Ratio 0.187 --- HCM Control Delay (s)24.5 --- HCM Lane LOS C --- HCM 95th %tile Q(veh)0.7 --- 2024 - Background + Site - PM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 106 0 42 9 0 16 1 28 228 8 9 241 107 Future Vol, veh/h 106 0 42 9 0 16 1 28 228 8 9 241 107 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None --- None -- None Storage Length ------- 72 -- 72 -- Veh in Median Storage, # -1 --1 ---0 --0 - Grade, %-0 --0 ---0 --0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 125 0 49 11 0 19 1 33 268 9 11 284 126 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 571 714 205 505 773 139 409 410 0 0 277 0 0 Stage 1 369 369 - 341 341 -------- Stage 2 202 345 - 164 432 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.22 -- Pot Cap-1 Maneuver 530 428 *994 *596 393 884 1017 1281 -- 1283 -- Stage 1 786 721 - *647 637 -------- Stage 2 781 635 - *937 673 -------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 505 412 *994 *552 379 884 1267 1267 -- 1283 -- Mov Cap-2 Maneuver 572 484 - *560 459 -------- Stage 1 765 715 - *630 620 -------- Stage 2 744 618 - *883 667 -------- Approach EB WB NB SB HCM Control Delay, s 12.6 10.1 0.9 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1267 -- 650 732 1283 -- HCM Lane V/C Ratio 0.027 -- 0.268 0.04 0.008 -- HCM Control Delay (s)7.9 -- 12.6 10.1 7.8 -- HCM Lane LOS A --B B A -- HCM 95th %tile Q(veh)0.1 -- 1.1 0.1 0 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2024 - Background + Site - PM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 71 0 35 21 0 27 34 164 24 33 192 68 Future Vol, veh/h 71 0 35 21 0 27 34 164 24 33 192 68 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 --------- 180 -- Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 0 41 25 0 32 40 193 28 39 226 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 521 645 153 478 671 111 306 0 0 221 0 0 Stage 1 344 344 - 287 287 ------- Stage 2 177 301 - 191 384 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.22 -- Pot Cap-1 Maneuver 438 389 866 470 376 921 1252 -- 1345 -- Stage 1 645 635 - 696 673 ------- Stage 2 808 664 - 792 610 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 402 364 866 425 352 921 1252 -- 1345 -- Mov Cap-2 Maneuver 402 364 - 425 352 ------- Stage 1 621 617 - 670 648 ------- Stage 2 751 639 - 732 592 ------- Approach EB WB NB SB HCM Control Delay, s 14.9 11.5 1.3 0.9 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1252 -- 488 610 1345 -- HCM Lane V/C Ratio 0.032 -- 0.256 0.093 0.029 -- HCM Control Delay (s)8 0.1 - 14.9 11.5 7.8 -- HCM Lane LOS A A -B B A -- HCM 95th %tile Q(veh)0.1 --1 0.3 0.1 -- kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2029 Background Traffic 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)9 207 1603 168 2 280 475 111 12 197 765 560 Future Volume (vph)9 207 1603 168 2 280 475 111 12 197 765 560 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.986 0.972 0.937 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4721 0 0 3662 4682 0 0 3433 4765 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4721 0 0 3662 4682 0 0 3433 4765 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)15 47 132 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)10 220 1705 179 2 298 505 118 13 210 814 596 Shared Lane Traffic (%) Lane Group Flow (vph)0 230 1884 0 0 300 623 0 0 223 1410 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)241 372 117 Future Volume (vph)241 372 117 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.97 0.91 0.91 Frt 0.964 Flt Protected 0.950 Satd. Flow (prot)3433 4902 0 Flt Permitted 0.950 Satd. Flow (perm)3433 4902 0 Right Turn on Red Yes Satd. Flow (RTOR)56 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.94 0.94 0.94 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)256 396 124 Shared Lane Traffic (%) Lane Group Flow (vph)256 520 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%)14.6% 14.6% 40.8%16.2% 16.2% 42.3%16.2% 16.2% 27.7% Maximum Green (s)11.5 11.5 45.5 13.5 13.5 47.5 13.5 13.5 28.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)12.5 46.8 14.2 48.5 13.5 29.8 Actuated g/C Ratio 0.10 0.36 0.11 0.37 0.10 0.23 v/c Ratio 0.65 1.10 0.75 0.35 0.62 1.28dr Control Delay 79.6 103.4 67.6 46.6 63.8 130.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.6 103.4 67.6 46.6 63.8 130.1 LOS E F E D E F Approach Delay 100.8 53.4 121.1 Approach LOS F D F Queue Length 50th (ft)103 ~674 137 177 93 ~493 Queue Length 95th (ft)147 #773 m186 m218 137 #592 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)352 1710 408 1776 382 1194 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.65 1.10 0.74 0.35 0.58 1.18 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 32 (25%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 91.6 Intersection LOS: F Intersection Capacity Utilization 98.6%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBL SBT SBR Minimum Split (s)44.2 53.5 Total Split (s)20.0 35.0 Total Split (%)15.4% 26.9% Maximum Green (s)12.5 27.5 Yellow Time (s)4.5 4.5 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.2 29.5 Actuated g/C Ratio 0.10 0.23 v/c Ratio 0.74 0.45 Control Delay 69.9 40.1 Queue Delay 0.0 0.0 Total Delay 69.9 40.1 LOS E D Approach Delay 49.9 Approach LOS D Queue Length 50th (ft)109 125 Queue Length 95th (ft)157 163 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)356 1154 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.72 0.45 Intersection Summary 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (vph)79 2445 109 121 265 824 30 1 64 69 226 192 Future Volume (vph)79 2445 109 121 265 824 30 1 64 69 226 192 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)14 12 12 12 14 12 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 225 Storage Lanes 1 1 2 1 1 1 1 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 1770 Flt Permitted 0.950 0.060 0.565 0.492 Satd. Flow (perm)1888 4759 1583 0 231 4759 1583 0 1052 1863 1583 916 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)151 151 210 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%)2%9%2%2%2%9%2%2%2%2%2%2% Adj. Flow (vph)85 2629 117 130 285 886 32 1 69 74 243 206 Shared Lane Traffic (%) Lane Group Flow (vph)85 2629 117 0 415 886 32 0 70 74 243 206 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right R NA Left Left Right R NA Left Left Right Left Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 9 15 9 15 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm pm+pt Protected Phases 5 2 1 1 6 3 3 8 7 Permitted Phases 2 2 2 6 8 8 8 4 Detector Phase 5 2 2 1 1 6 6 3 3 8 8 7 Switch Phase Minimum Initial (s)5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBT SBR Lane Configurations Traffic Volume (vph)244 42 Future Volume (vph)244 42 Ideal Flow (vphpl)1900 1900 Lane Width (ft)12 12 Storage Length (ft)0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 0.95 Frt 0.978 Flt Protected Satd. Flow (prot)3461 0 Flt Permitted Satd. Flow (perm)3461 0 Right Turn on Red Yes Satd. Flow (RTOR)12 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.93 0.93 Heavy Vehicles (%)2%2% Adj. Flow (vph)262 45 Shared Lane Traffic (%) Lane Group Flow (vph)307 0 Enter Blocked Intersection No No Lane Alignment Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 Turning Speed (mph)9 Number of Detectors 1 Detector Template Leading Detector (ft)50 Trailing Detector (ft)0 Detector 1 Position(ft)0 Detector 1 Size(ft)50 Detector 1 Type Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 Detector 1 Queue (s)0.0 Detector 1 Delay (s)0.0 Turn Type NA Protected Phases 4 Permitted Phases Detector Phase 4 Switch Phase Minimum Initial (s)5.0 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Minimum Split (s)14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 15.0 Total Split (s)16.0 67.0 67.0 25.0 25.0 76.0 76.0 17.0 17.0 16.0 16.0 22.0 Total Split (%)12.3% 51.5% 51.5% 19.2% 19.2% 58.5% 58.5% 13.1% 13.1% 12.3% 12.3% 16.9% Maximum Green (s)9.0 60.0 60.0 18.0 18.0 69.0 69.0 10.0 10.0 9.0 9.0 15.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None None C-Max C-Max None None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)12.0 68.0 68.0 85.5 73.5 73.5 23.2 11.6 11.6 33.0 Actuated g/C Ratio 0.09 0.52 0.52 0.66 0.57 0.57 0.18 0.09 0.09 0.25 v/c Ratio 0.49 1.06 0.13 0.68 0.33 0.03 0.28 0.45 0.73 0.59 Control Delay 51.2 52.8 0.9 24.8 13.7 0.0 40.4 64.7 24.9 48.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.2 52.8 0.9 24.8 13.7 0.0 40.4 64.7 24.9 48.2 LOS D D A C B A D E C D Approach Delay 50.6 16.8 35.3 Approach LOS D B D Queue Length 50th (ft)63 ~892 0 104 171 0 45 60 26 145 Queue Length 95th (ft)m67 m#813 m1 m148 171 m0 86 111 117 222 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 225 Base Capacity (vph)174 2490 900 710 2692 961 277 179 342 353 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.49 1.06 0.13 0.58 0.33 0.03 0.25 0.41 0.71 0.58 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 73 (56%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 40.6 Intersection LOS: D Intersection Capacity Utilization 96.2%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Lane Group SBT SBR Minimum Split (s)46.0 Total Split (s)21.0 Total Split (%)16.2% Maximum Green (s)14.0 Yellow Time (s)4.0 All-Red Time (s)3.0 Lost Time Adjust (s)-3.5 Total Lost Time (s)3.5 Lead/Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 Recall Mode None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)20.3 Actuated g/C Ratio 0.16 v/c Ratio 0.56 Control Delay 53.9 Queue Delay 0.0 Total Delay 53.9 LOS D Approach Delay 51.6 Approach LOS D Queue Length 50th (ft)123 Queue Length 95th (ft)176 Internal Link Dist (ft)1178 Turn Bay Length (ft) Base Capacity (vph)551 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.56 Intersection Summary 2029 - Background - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Peytonville & FM 1709 2029 - Background - AM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 1.7 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 9 2594 6 19 24 871 22 1 0 14 2 4 0 21 Future Vol, veh/h 24 9 2594 6 19 24 871 22 1 0 14 2 4 0 21 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None --- None Storage Length - 195 --- 335 ---- 100 ---- Veh in Median Storage, # --0 ---0 --1 ---1 - Grade, %--0 ---0 --0 ---0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 9 2647 6 19 24 889 22 1 0 14 2 4 0 21 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 665 911 0 0 1937 2653 0 0 3158 3713 1327 0 2111 3705 456 Stage 1 -------- 2716 2716 -0 986 986 - Stage 2 -------- 442 997 -0 1125 2719 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 - 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 - 3.82 4.02 3.92 Pot Cap-1 Maneuver *1240 910 -- 131 58 -- *15 5 125 0 101 5 *733 Stage 1 -------- *11 44 -0 642 645 - Stage 2 -------- *753 636 -0 196 44 - Platoon blocked, %1 1 ----1 1 -1 1 1 Mov Cap-1 Maneuver *1107 1107 -- 74 74 --*8 2 125 0 46 2 *733 Mov Cap-2 Maneuver -------- *10 33 -0 105 -- Stage 1 -------- *11 43 -0 622 264 - Stage 2 -------- *299 260 -0 168 43 - Approach EB WB NB SB HCM Control Delay, s 0.1 4.9 61.8 15.3 HCM LOS F C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)10 125 1107 -- 74 -- 375 HCM Lane V/C Ratio 0.102 0.114 0.03 -- 0.593 -- 0.068 HCM Control Delay (s)$ 402.4 37.5 8.4 -- 107.1 -- 15.3 HCM Lane LOS F E A --F --C HCM 95th %tile Q(veh)0.3 0.4 0.1 -- 2.6 -- 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background - AM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2625 2 0 933 0 1 Future Vol, veh/h 2625 2 0 933 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 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 97 97 97 97 97 97 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 2706 2 0 962 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 1354 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 -0 120 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 120 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 35.3 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)120 --- HCM Lane V/C Ratio 0.009 --- HCM Control Delay (s)35.3 --- HCM Lane LOS E --- HCM 95th %tile Q(veh)0 --- 2029 - Background - AM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 7 12 0 98 2 10 254 49 1 184 424 10 Future Vol, veh/h 5 0 7 12 0 98 2 10 254 49 1 184 424 10 Conflicting Peds, #/hr 0 0 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 Free Free RT Channelized -- None -- None --- None --- None Storage Length ------- 72 --- 72 -- Veh in Median Storage, # -1 --1 ---0 ---0 - Grade, %-0 --0 ---0 ---0 - Peak Hour Factor 74 74 74 74 74 74 74 74 74 74 74 74 74 74 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 0 9 16 0 132 3 14 343 66 1 249 573 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1286 1523 294 1197 1497 205 586 587 0 0 409 409 0 0 Stage 1 1080 1080 - 410 410 --------- Stage 2 206 443 - 787 1087 --------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 175 145 *913 210 151 802 988 1216 -- 790 1146 -- Stage 1 323 362 - 589 594 --------- Stage 2 777 574 - 520 358 --------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 121 112 *913 171 116 802 1169 1169 -- 1142 1142 -- Mov Cap-2 Maneuver 215 187 - 285 209 --------- Stage 1 319 283 - 581 586 --------- Stage 2 640 566 - 402 280 --------- Approach EB WB NB SB HCM Control Delay, s 14.7 11.9 0.3 2.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1169 -- 388 670 1142 -- HCM Lane V/C Ratio 0.014 -- 0.042 0.222 0.219 -- HCM Control Delay (s)8.1 -- 14.7 11.9 9 -- HCM Lane LOS A --B B A -- HCM 95th %tile Q(veh)0 -- 0.1 0.8 0.8 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background - AM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 5 0 71 0 255 178 7 297 141 0 Future Vol, veh/h 0 0 0 5 0 71 0 255 178 7 297 141 0 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None -- None --- None Storage Length ---------- 180 -- Veh in Median Storage, # -1 --1 --0 ---0 - Grade, %-0 --0 --0 ---0 - Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71 71 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 7 0 100 0 359 251 10 418 199 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1235 1665 100 1441 1540 305 199 0 0 610 610 0 0 Stage 1 1055 1055 - 485 485 -------- Stage 2 180 610 - 956 1055 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 147 100 *1031 102 121 691 1470 -- 589 965 -- Stage 1 264 318 - 532 550 -------- Stage 2 804 483 - 305 318 -------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 81 55 *1031 66 66 691 1470 -- 947 947 -- Mov Cap-2 Maneuver 157 -- 136 141 -------- Stage 1 264 174 - 532 550 -------- Stage 2 688 483 - 167 174 -------- Approach EB WB NB SB HCM Control Delay, s 0 13.2 0 8.1 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1470 --- 545 947 -- HCM Lane V/C Ratio ---- 0.196 0.452 -- HCM Control Delay (s)0 --0 13.2 11.9 -- HCM Lane LOS A --A B B -- HCM 95th %tile Q(veh)0 --- 0.7 2.4 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)14 144 929 182 7 535 1461 204 27 247 508 437 Future Volume (vph)14 144 929 182 7 535 1461 204 27 247 508 437 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.975 0.982 0.931 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4689 0 0 3662 4710 0 0 3433 4734 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4689 0 0 3662 4710 0 0 3433 4734 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)29 20 134 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)15 153 988 194 7 569 1554 217 29 263 540 465 Shared Lane Traffic (%) Lane Group Flow (vph)0 168 1182 0 0 576 1771 0 0 292 1005 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph)3 231 898 225 Future Volume (vph)3 231 898 225 Ideal Flow (vphpl)1900 1900 1900 1900 Lane Width (ft)12 12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.91 0.97 0.91 0.91 Frt 0.970 Flt Protected 0.950 Satd. Flow (prot)0 3433 4933 0 Flt Permitted 0.950 Satd. Flow (perm)0 3433 4933 0 Right Turn on Red Yes Satd. Flow (RTOR)37 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.94 0.94 0.94 0.94 Heavy Vehicles (%)2%2%2%2% Adj. Flow (vph)3 246 955 239 Shared Lane Traffic (%) Lane Group Flow (vph)0 249 1194 0 Enter Blocked Intersection No No No No Lane Alignment R NA Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 Number of Detectors 1 1 1 Detector Template Leading Detector (ft)50 50 50 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s)5.0 5.0 5.0 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)23.0 23.0 54.0 35.0 35.0 66.0 23.0 23.0 41.0 Total Split (%)15.3% 15.3% 36.0%23.3% 23.3% 44.0%15.3% 15.3% 27.3% Maximum Green (s)15.5 15.5 46.5 27.5 27.5 58.5 15.5 15.5 33.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lead Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)13.2 49.0 27.4 63.2 16.1 34.2 Actuated g/C Ratio 0.09 0.33 0.18 0.42 0.11 0.23 v/c Ratio 0.52 0.76 0.86 0.89 0.79 1.00dr Control Delay 64.5 61.9 57.9 72.2 81.3 55.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 64.5 61.9 57.9 72.2 81.3 55.8 LOS E E E E F E Approach Delay 62.2 68.7 61.5 Approach LOS E E E Queue Length 50th (ft)82 443 301 653 145 305 Queue Length 95th (ft)120 493 369 #725 #207 363 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)402 1551 695 1995 377 1192 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.76 0.83 0.89 0.77 0.84 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 32 (21%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 75.8 Intersection LOS: E Intersection Capacity Utilization 89.3%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBU SBL SBT SBR Minimum Split (s)44.2 44.2 53.5 Total Split (s)20.0 20.0 38.0 Total Split (%)13.3% 13.3% 25.3% Maximum Green (s)12.5 12.5 30.5 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.5 31.5 Actuated g/C Ratio 0.09 0.21 v/c Ratio 0.81 1.12 Control Delay 87.1 118.3 Queue Delay 0.0 0.0 Total Delay 87.1 118.3 LOS F F Approach Delay 112.9 Approach LOS F Queue Length 50th (ft)125 ~481 Queue Length 95th (ft)#191 #580 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)308 1065 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.81 1.12 Intersection Summary 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)1 92 1480 62 54 80 2196 63 1 46 28 118 Future Volume (vph)1 92 1480 62 54 80 2196 63 1 46 28 118 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 Storage Lanes 1 1 2 1 1 1 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 Flt Permitted 0.950 0.130 0.000 Satd. Flow (perm)0 1888 4759 1583 0 501 4759 1583 0 0 1863 1583 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)131 131 182 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 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 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)1 94 1510 63 55 82 2241 64 1 47 29 120 Shared Lane Traffic (%) Lane Group Flow (vph)0 95 1510 63 0 137 2241 64 0 48 29 120 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases 2 2 2 6 8 8 8 Detector Phase 5 5 2 2 1 1 6 6 3 3 8 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)128 40 152 Future Volume (vph)128 40 152 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)225 0 Storage Lanes 1 0 Taper Length (ft)25 Lane Util. Factor 1.00 0.95 0.95 Frt 0.881 Flt Protected 0.950 Satd. Flow (prot)1770 3118 0 Flt Permitted 0.000 Satd. Flow (perm)0 3118 0 Right Turn on Red Yes Satd. Flow (RTOR)155 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.98 0.98 0.98 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)131 41 155 Shared Lane Traffic (%) Lane Group Flow (vph)131 196 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type pm+pt NA Protected Phases 7 4 Permitted Phases 4 Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)14.0 14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 Total Split (s)22.0 22.0 85.0 85.0 22.0 22.0 85.0 85.0 23.0 23.0 24.0 24.0 Total Split (%)14.7% 14.7% 56.7% 56.7% 14.7% 14.7% 56.7% 56.7% 15.3% 15.3% 16.0% 16.0% Maximum Green (s)15.0 15.0 78.0 78.0 15.0 15.0 78.0 78.0 16.0 16.0 17.0 17.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lag Lead Lead Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max C-Max None None C-Max C-Max None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)18.0 100.4 100.4 109.3 91.3 91.3 14.2 10.7 10.7 Actuated g/C Ratio 0.12 0.67 0.67 0.73 0.61 0.61 0.09 0.07 0.07 v/c Ratio 0.42 0.47 0.06 0.25 0.77 0.06 0.29 0.22 0.43 Control Delay 55.1 9.6 0.1 7.8 24.3 0.5 67.1 68.6 5.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.1 9.6 0.1 7.8 24.3 0.5 67.1 68.6 5.4 LOS E A A A C A E E A Approach Delay 11.8 22.7 29.7 Approach LOS B C C Queue Length 50th (ft)85 156 0 25 697 0 44 27 0 Queue Length 95th (ft)m113 187 m0 m29 809 m0 89 61 5 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 Base Capacity (vph)226 3185 1102 757 2897 1015 230 254 373 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.47 0.06 0.18 0.77 0.06 0.21 0.11 0.32 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 73 (49%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 20.9 Intersection LOS: C Intersection Capacity Utilization 72.2%ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Splits and Phases: 5: Peytonville & FM 1709 2029 - Background - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 Lane Group SBL SBT SBR Minimum Split (s)15.0 46.0 Total Split (s)19.0 20.0 Total Split (%)12.7% 13.3% Maximum Green (s)12.0 13.0 Yellow Time (s)4.0 4.0 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-3.5 -3.5 Total Lost Time (s)3.5 3.5 Lead/Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.0 13.9 Actuated g/C Ratio 0.10 0.09 v/c Ratio 0.74 0.46 Control Delay 90.3 20.2 Queue Delay 0.0 0.0 Total Delay 90.3 20.2 LOS F C Approach Delay 48.2 Approach LOS D Queue Length 50th (ft)126 20 Queue Length 95th (ft)#222 60 Internal Link Dist (ft)1178 Turn Bay Length (ft)225 Base Capacity (vph)182 513 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.72 0.38 Intersection Summary 2029 - Background - PM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 0.9 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 31 10 1584 40 5 49 2331 18 11 0 52 6 0 9 Future Vol, veh/h 31 10 1584 40 5 49 2331 18 11 0 52 6 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None -- None Storage Length - 195 --- 335 ---- 100 --- Veh in Median Storage, # --0 ---0 --1 --1 - Grade, %--0 ---0 --0 --0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 10 1633 41 5 51 2403 19 11 0 54 6 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1768 2422 0 0 1222 1674 0 0 2811 4272 837 3262 4283 1211 Stage 1 -------- 1738 1738 - 2525 2525 - Stage 2 -------- 1073 2534 - 737 1758 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver *638 *475 -- 331 183 -- *234 *1 266 *54 *1 *377 Stage 1 -------- *60 *140 - *387 *368 - Stage 2 -------- *387 *368 - *342 *137 - Platoon blocked, %1 1 ----1 1 1 1 1 Mov Cap-1 Maneuver *579 *579 -- 188 188 -- *166 *1 266 *31 *1 *377 Mov Cap-2 Maneuver -------- *264 *75 - *129 *51 - Stage 1 -------- *56 *130 - *359 *259 - Stage 2 -------- *266 *259 - *253 *127 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.7 21.4 23.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)264 266 * 579 -- 188 -- 213 HCM Lane V/C Ratio 0.043 0.202 0.073 -- 0.296 -- 0.073 HCM Control Delay (s)19.2 21.9 11.7 -- 31.9 -- 23.2 HCM Lane LOS C C B --D --C HCM 95th %tile Q(veh)0.1 0.7 0.2 -- 1.2 -- 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background - PM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1637 9 0 2399 0 4 Future Vol, veh/h 1637 9 0 2399 0 4 Conflicting Peds, #/hr 0 0 0 0 0 0 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 99 99 99 99 99 99 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 1654 9 0 2423 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 832 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 -0 268 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 268 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 18.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)268 --- HCM Lane V/C Ratio 0.015 --- HCM Control Delay (s)18.6 --- HCM Lane LOS C --- HCM 95th %tile Q(veh)0 --- 2029 - Background - PM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 36 0 7 9 0 17 1 11 161 8 9 177 23 Future Vol, veh/h 36 0 7 9 0 17 1 11 161 8 9 177 23 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None --- None -- None Storage Length ------- 72 -- 72 -- Veh in Median Storage, # -1 --1 ---0 --0 - Grade, %-0 --0 ---0 --0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 45 0 9 11 0 21 1 14 201 10 11 221 29 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 389 499 125 369 508 106 250 250 0 0 211 0 0 Stage 1 258 258 - 236 236 -------- Stage 2 131 241 - 133 272 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.22 -- Pot Cap-1 Maneuver 680 551 *1014 *703 544 928 1220 1439 -- 1357 -- Stage 1 869 781 - *746 708 -------- Stage 2 859 705 - *956 769 -------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 655 540 *1014 *687 534 928 1417 1417 -- 1357 -- Mov Cap-2 Maneuver 681 575 - *665 573 -------- Stage 1 860 775 - *738 700 -------- Stage 2 830 697 - *940 763 -------- Approach EB WB NB SB HCM Control Delay, s 10.4 9.6 0.5 0.3 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1417 -- 719 816 1357 -- HCM Lane V/C Ratio 0.011 -- 0.075 0.04 0.008 -- HCM Control Delay (s)7.6 -- 10.4 9.6 7.7 -- HCM Lane LOS A --B A A -- HCM 95th %tile Q(veh)0 -- 0.2 0.1 0 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background - PM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 22 0 28 0 151 25 34 161 0 Future Vol, veh/h 0 0 0 22 0 28 0 151 25 34 161 0 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 --------- 180 -- Veh in Median Storage, # -1 --1 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 28 0 35 0 189 31 43 201 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 382 507 101 392 492 110 201 0 0 220 0 0 Stage 1 287 287 - 205 205 ------- Stage 2 95 220 - 187 287 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.22 -- Pot Cap-1 Maneuver 640 518 *1035 630 530 922 1459 -- 1346 -- Stage 1 788 729 - 778 731 ------- Stage 2 901 720 - 906 729 ------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 601 502 *1035 615 513 922 1459 -- 1346 -- Mov Cap-2 Maneuver 641 544 - 653 562 ------- Stage 1 788 706 - 778 731 ------- Stage 2 867 720 - 877 706 ------- Approach EB WB NB SB HCM Control Delay, s 0 10 0 1.4 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1459 --- 781 1346 -- HCM Lane V/C Ratio ---- 0.08 0.032 -- HCM Control Delay (s)0 --0 10 7.8 -- HCM Lane LOS A --A B A -- HCM 95th %tile Q(veh)0 --- 0.3 0.1 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2029 Background Plus Site Traffic 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)9 207 1622 168 2 292 493 123 12 197 765 579 Future Volume (vph)9 207 1622 168 2 292 493 123 12 197 765 579 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.986 0.970 0.935 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4721 0 0 3662 4676 0 0 3433 4755 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4721 0 0 3662 4676 0 0 3433 4755 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)15 53 136 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)10 225 1763 183 2 317 536 134 13 214 832 629 Shared Lane Traffic (%) Lane Group Flow (vph)0 235 1946 0 0 319 670 0 0 227 1461 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)254 372 117 Future Volume (vph)254 372 117 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.97 0.91 0.91 Frt 0.964 Flt Protected 0.950 Satd. Flow (prot)3433 4902 0 Flt Permitted 0.950 Satd. Flow (perm)3433 4902 0 Right Turn on Red Yes Satd. Flow (RTOR)56 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.92 0.92 0.92 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)276 404 127 Shared Lane Traffic (%) Lane Group Flow (vph)276 531 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%)14.6% 14.6% 40.8%16.2% 16.2% 42.3%16.2% 16.2% 27.7% Maximum Green (s)11.5 11.5 45.5 13.5 13.5 47.5 13.5 13.5 28.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)12.5 46.7 14.3 48.5 13.6 29.6 Actuated g/C Ratio 0.10 0.36 0.11 0.37 0.10 0.23 v/c Ratio 0.67 1.14 0.79 0.38 0.63 1.35dr Control Delay 79.8 117.8 71.3 46.3 64.1 149.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 79.8 117.8 71.3 46.3 64.1 149.0 LOS E F E D E F Approach Delay 113.7 54.4 137.6 Approach LOS F D F Queue Length 50th (ft)105 ~714 146 182 95 ~525 Queue Length 95th (ft)151 #812 m#204 m227 138 #624 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)352 1704 408 1777 382 1189 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.67 1.14 0.78 0.38 0.59 1.23 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 32 (25%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.23 Intersection Signal Delay: 101.6 Intersection LOS: F Intersection Capacity Utilization 100.1%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBL SBT SBR Minimum Split (s)44.2 53.5 Total Split (s)20.0 35.0 Total Split (%)15.4% 26.9% Maximum Green (s)12.5 27.5 Yellow Time (s)4.5 4.5 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.4 29.4 Actuated g/C Ratio 0.10 0.23 v/c Ratio 0.78 0.46 Control Delay 73.0 40.4 Queue Delay 0.0 0.0 Total Delay 73.0 40.4 LOS E D Approach Delay 51.5 Approach LOS D Queue Length 50th (ft)118 128 Queue Length 95th (ft)#180 167 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)356 1152 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.78 0.46 Intersection Summary 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Lane Configurations Traffic Volume (vph)97 2474 109 121 297 824 30 1 105 75 226 192 Future Volume (vph)97 2474 109 121 297 824 30 1 105 75 226 192 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)14 12 12 12 14 12 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 225 Storage Lanes 1 1 2 1 1 1 1 Taper Length (ft)25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 1770 Flt Permitted 0.950 0.060 0.368 0.455 Satd. Flow (perm)1888 4759 1583 0 231 4759 1583 0 685 1863 1583 848 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)151 151 210 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%9%2%2%2%9%2%2%2%2%2%2% Adj. Flow (vph)105 2689 118 132 323 896 33 1 114 82 246 209 Shared Lane Traffic (%) Lane Group Flow (vph)105 2689 118 0 455 896 33 0 115 82 246 209 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right R NA Left Left Right R NA Left Left Right Left Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 9 15 9 15 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm pm+pt Protected Phases 5 2 1 1 6 3 3 8 7 Permitted Phases 2 2 2 6 8 8 8 4 Detector Phase 5 2 2 1 1 6 6 3 3 8 8 7 Switch Phase Minimum Initial (s)5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 5.0 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBT SBR Lane Configurations Traffic Volume (vph)269 42 Future Volume (vph)269 42 Ideal Flow (vphpl)1900 1900 Lane Width (ft)12 12 Storage Length (ft)0 Storage Lanes 0 Taper Length (ft) Lane Util. Factor 0.95 0.95 Frt 0.980 Flt Protected Satd. Flow (prot)3468 0 Flt Permitted Satd. Flow (perm)3468 0 Right Turn on Red Yes Satd. Flow (RTOR)11 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.92 0.92 Heavy Vehicles (%)2%2% Adj. Flow (vph)292 46 Shared Lane Traffic (%) Lane Group Flow (vph)338 0 Enter Blocked Intersection No No Lane Alignment Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 Turning Speed (mph)9 Number of Detectors 1 Detector Template Leading Detector (ft)50 Trailing Detector (ft)0 Detector 1 Position(ft)0 Detector 1 Size(ft)50 Detector 1 Type Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 Detector 1 Queue (s)0.0 Detector 1 Delay (s)0.0 Turn Type NA Protected Phases 4 Permitted Phases Detector Phase 4 Switch Phase Minimum Initial (s)5.0 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR SBL Minimum Split (s)14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 15.0 Total Split (s)16.0 67.0 67.0 25.0 25.0 76.0 76.0 17.0 17.0 16.0 16.0 22.0 Total Split (%)12.3% 51.5% 51.5% 19.2% 19.2% 58.5% 58.5% 13.1% 13.1% 12.3% 12.3% 16.9% Maximum Green (s)9.0 60.0 60.0 18.0 18.0 69.0 69.0 10.0 10.0 9.0 9.0 15.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max None None C-Max C-Max None None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)12.0 66.5 66.5 85.0 73.0 73.0 25.1 12.4 12.4 33.5 Actuated g/C Ratio 0.09 0.51 0.51 0.65 0.56 0.56 0.19 0.10 0.10 0.26 v/c Ratio 0.60 1.11 0.13 0.71 0.34 0.03 0.48 0.46 0.72 0.61 Control Delay 51.7 73.0 0.9 27.2 14.1 0.0 45.5 64.7 24.5 48.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 51.7 73.0 0.9 27.2 14.1 0.0 45.5 64.7 24.5 48.7 LOS D E A C B A D E C D Approach Delay 69.3 18.1 37.4 Approach LOS E B D Queue Length 50th (ft)80 ~947 1 122 174 0 76 66 29 147 Queue Length 95th (ft)m79 m#794 m0 m172 173 m0 130 121 #124 225 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 225 Base Capacity (vph)174 2433 882 708 2672 955 248 180 343 349 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 1.11 0.13 0.64 0.34 0.03 0.46 0.46 0.72 0.60 Intersection Summary Area Type:Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 73 (56%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 51.9 Intersection LOS: D Intersection Capacity Utilization 97.7%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Lane Group SBT SBR Minimum Split (s)46.0 Total Split (s)21.0 Total Split (%)16.2% Maximum Green (s)14.0 Yellow Time (s)4.0 All-Red Time (s)3.0 Lost Time Adjust (s)-3.5 Total Lost Time (s)3.5 Lead/Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 Recall Mode None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)17.2 Actuated g/C Ratio 0.13 v/c Ratio 0.72 Control Delay 61.7 Queue Delay 0.0 Total Delay 61.7 LOS E Approach Delay 56.7 Approach LOS E Queue Length 50th (ft)141 Queue Length 95th (ft)194 Internal Link Dist (ft)1178 Turn Bay Length (ft) Base Capacity (vph)480 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.70 Intersection Summary 2029 - Background + Site - AM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 5: Peytonville & FM 1709 2029 - Background + Site - AM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 3.1 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 9 2632 19 19 24 912 22 1 0 26 2 4 0 21 Future Vol, veh/h 24 9 2632 19 19 24 912 22 1 0 26 2 4 0 21 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None --- None Storage Length - 195 --- 335 ---- 100 ---- Veh in Median Storage, # --0 ---0 --1 ---1 - Grade, %--0 ---0 --0 ---0 - Peak Hour Factor 92 92 92 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 2 2 2 Mvmt Flow 26 10 2861 21 21 26 991 24 1 0 28 2 4 0 23 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 741 1015 0 0 2104 2882 0 0 3434 4053 1441 0 2313 4051 508 Stage 1 -------- 2944 2944 -0 1097 1097 - Stage 2 -------- 490 1109 -0 1216 2954 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 - 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 - 3.82 4.02 3.92 Pot Cap-1 Maneuver *1206 878 -- 105 44 --*9 2 104 0 77 2 *714 Stage 1 --------*8 33 -0 605 615 - Stage 2 -------- *732 605 -0 172 33 - Platoon blocked, %1 1 ----1 1 -1 1 1 Mov Cap-1 Maneuver *1073 1073 -- 55 55 --*2 0 104 0 15 0 *714 Mov Cap-2 Maneuver --------*7 18 -0 62 ~ -17 - Stage 1 --------*8 32 -0 585 87 - Stage 2 -------- *100 85 -0 121 32 - Approach EB WB NB SB HCM Control Delay, s 0.1 8.8 72.3 20.1 HCM LOS F C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)7 104 1073 -- 55 -- 266 HCM Lane V/C Ratio 0.155 0.272 0.033 -- 0.85 -- 0.102 HCM Control Delay (s)$ 597.7 52.1 8.5 -- 200.4 -- 20.1 HCM Lane LOS F F A --F --C HCM 95th %tile Q(veh)0.4 1 0.1 -- 3.7 -- 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background + Site - AM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2660 8 0 974 0 13 Future Vol, veh/h 2660 8 0 974 0 13 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 2891 9 0 1059 0 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 1450 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 -0 103 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 103 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 45.4 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)103 --- HCM Lane V/C Ratio 0.137 --- HCM Control Delay (s)45.4 --- HCM Lane LOS E --- HCM 95th %tile Q(veh)0.5 --- 2029 - Background + Site - AM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 0 19 12 0 98 2 16 277 49 1 184 449 42 Future Vol, veh/h 28 0 19 12 0 98 2 16 277 49 1 184 449 42 Conflicting Peds, #/hr 0 0 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 Free Free RT Channelized -- None -- None --- None --- None Storage Length ------- 72 --- 72 -- Veh in Median Storage, # -1 --1 ---0 ---0 - Grade, %-0 --0 ---0 ---0 - Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76 76 76 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 37 0 25 16 0 129 3 21 364 64 1 242 591 55 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1335 1581 323 1226 1576 214 646 646 0 0 429 428 0 0 Stage 1 1105 1105 - 444 444 --------- Stage 2 230 476 - 782 1132 --------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 159 132 *913 198 132 791 891 1146 -- 768 1128 -- Stage 1 310 351 - 563 574 --------- Stage 2 752 555 - 525 339 --------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 110 101 *913 158 102 791 1108 1108 -- 1124 1124 -- Mov Cap-2 Maneuver 202 177 - 272 191 --------- Stage 1 304 275 - 551 561 --------- Stage 2 616 543 - 400 266 --------- Approach EB WB NB SB HCM Control Delay, s 20.4 12 0.4 2.5 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1108 -- 295 655 1124 -- HCM Lane V/C Ratio 0.021 -- 0.21 0.221 0.217 -- HCM Control Delay (s)8.3 -- 20.4 12 9.1 -- HCM Lane LOS A --C B A -- HCM 95th %tile Q(veh)0.1 -- 0.8 0.8 0.8 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background + Site - AM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 23 0 12 5 0 71 13 261 178 7 297 153 25 Future Vol, veh/h 23 0 12 5 0 71 13 261 178 7 297 153 25 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None -- None --- None Storage Length ---------- 180 -- Veh in Median Storage, # -1 --1 --0 ---0 - Grade, %-0 --0 --0 ---0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 0 16 7 0 97 18 358 244 10 407 210 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1276 1699 122 1455 1594 301 244 0 0 601 602 0 0 Stage 1 1061 1061 - 516 516 -------- Stage 2 215 638 - 939 1078 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 6.44 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.52 2.22 -- Pot Cap-1 Maneuver 136 95 *1031 99 111 695 1412 -- 597 971 -- Stage 1 261 316 - 510 533 -------- Stage 2 767 469 - 312 310 -------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 76 53 *1031 63 62 695 1412 -- 953 953 -- Mov Cap-2 Maneuver 145 40 - 127 128 -------- Stage 1 256 178 - 500 522 -------- Stage 2 646 460 - 173 175 -------- Approach EB WB NB SB HCM Control Delay, s 27.7 13.3 0.3 7.4 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1412 -- 206 537 953 -- HCM Lane V/C Ratio 0.013 -- 0.233 0.194 0.437 -- HCM Control Delay (s)7.6 0.1 - 27.7 13.3 11.7 -- HCM Lane LOS A A -D B B -- HCM 95th %tile Q(veh)0 -- 0.9 0.7 2.3 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)14 144 980 182 7 570 1514 239 27 247 508 488 Future Volume (vph)14 144 980 182 7 570 1514 239 27 247 508 488 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)340 0 550 0 0 0 Storage Lanes 2 0 2 0 2 0 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 0.91 0.97 0.91 0.91 Frt 0.976 0.980 0.927 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 3662 4692 0 0 3662 4705 0 0 3433 4714 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm)0 3662 4692 0 0 3662 4705 0 0 3433 4714 0 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)26 24 150 Link Speed (mph)45 45 30 Link Distance (ft)714 1238 995 Travel Time (s)10.8 18.8 22.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)15 157 1065 198 8 620 1646 260 29 268 552 530 Shared Lane Traffic (%) Lane Group Flow (vph)0 172 1263 0 0 628 1906 0 0 297 1082 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 24 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph)3 265 898 225 Future Volume (vph)3 265 898 225 Ideal Flow (vphpl)1900 1900 1900 1900 Lane Width (ft)12 12 12 12 Storage Length (ft)165 165 Storage Lanes 2 1 Taper Length (ft)25 Lane Util. Factor 0.91 0.97 0.91 0.91 Frt 0.970 Flt Protected 0.950 Satd. Flow (prot)0 3433 4933 0 Flt Permitted 0.950 Satd. Flow (perm)0 3433 4933 0 Right Turn on Red Yes Satd. Flow (RTOR)37 Link Speed (mph)30 Link Distance (ft)1345 Travel Time (s)30.6 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%2%2% Adj. Flow (vph)3 288 976 245 Shared Lane Traffic (%) Lane Group Flow (vph)0 291 1221 0 Enter Blocked Intersection No No No No Lane Alignment R NA Left Left Right Median Width(ft)24 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 Number of Detectors 1 1 1 Detector Template Leading Detector (ft)50 50 50 Trailing Detector (ft)0 0 0 Detector 1 Position(ft)0 0 0 Detector 1 Size(ft)50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s)5.0 5.0 5.0 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)12.5 12.5 51.5 26.5 26.5 51.5 26.7 26.7 50.5 Total Split (s)23.0 23.0 54.0 35.0 35.0 66.0 23.0 23.0 41.0 Total Split (%)15.3% 15.3% 36.0%23.3% 23.3% 44.0%15.3% 15.3% 27.3% Maximum Green (s)15.5 15.5 46.5 27.5 27.5 58.5 15.5 15.5 33.5 Yellow Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 -1.0 -1.0 -1.0 -1.0 Total Lost Time (s)6.5 6.5 6.5 6.5 6.5 6.5 Lead/Lag Lead Lead Lag Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None C-Max None None C-Max None None None Walk Time (s)7.0 7.0 5.0 Flash Dont Walk (s)37.0 37.0 38.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s)13.3 48.2 28.1 63.0 16.2 34.2 Actuated g/C Ratio 0.09 0.32 0.19 0.42 0.11 0.23 v/c Ratio 0.53 0.83 0.92 0.96 0.80 1.11dr Control Delay 65.0 64.7 53.8 69.6 82.0 60.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.0 64.7 53.8 69.6 82.0 60.2 LOS E E D E F E Approach Delay 64.7 65.6 64.9 Approach LOS E E E Queue Length 50th (ft)84 472 332 690 148 334 Queue Length 95th (ft)122 523 m#387 #816 #212 #401 Internal Link Dist (ft)634 1158 915 Turn Bay Length (ft)340 550 Base Capacity (vph)402 1525 695 1989 377 1199 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.43 0.83 0.90 0.96 0.79 0.90 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 32 (21%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 185 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay: 78.0 Intersection LOS: E Intersection Capacity Utilization 91.3%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 Lane Group SBU SBL SBT SBR Minimum Split (s)44.2 44.2 53.5 Total Split (s)20.0 20.0 38.0 Total Split (%)13.3% 13.3% 25.3% Maximum Green (s)12.5 12.5 30.5 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)3.0 3.0 3.0 Lost Time Adjust (s)-1.0 -1.0 Total Lost Time (s)6.5 6.5 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Vehicle Extension (s)3.0 3.0 3.0 Recall Mode None None None Walk Time (s)7.0 Flash Dont Walk (s)39.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)13.5 31.5 Actuated g/C Ratio 0.09 0.21 v/c Ratio 0.94 1.15 Control Delay 105.9 127.3 Queue Delay 0.0 0.0 Total Delay 105.9 127.3 LOS F F Approach Delay 123.1 Approach LOS F Queue Length 50th (ft)148 ~501 Queue Length 95th (ft)#241 #601 Internal Link Dist (ft)1265 Turn Bay Length (ft)165 Base Capacity (vph)308 1065 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.94 1.15 Intersection Summary 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 1: Davis/Randol Mill & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 5 m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Davis/Randol Mill & FM 1709 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 6 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph)1 145 1569 62 54 165 2196 63 1 170 46 118 Future Volume (vph)1 145 1569 62 54 165 2196 63 1 170 46 118 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft)12 14 12 12 12 14 12 12 12 12 12 12 Storage Length (ft)505 330 325 330 190 0 Storage Lanes 1 1 2 1 1 1 Taper Length (ft)25 25 25 Lane Util. Factor 0.91 1.00 0.91 1.00 0.91 0.97 0.91 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot)0 1888 4759 1583 0 3662 4759 1583 0 1770 1863 1583 Flt Permitted 0.950 0.091 0.000 Satd. Flow (perm)0 1888 4759 1583 0 351 4759 1583 0 0 1863 1583 Right Turn on Red Yes Yes Yes Satd. Flow (RTOR)131 131 182 Link Speed (mph)45 45 30 Link Distance (ft)294 1741 414 Travel Time (s)4.5 26.4 9.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%)2%2%9%2%2%2%9%2%2%2%2%2% Adj. Flow (vph)1 158 1705 67 59 179 2387 68 1 185 50 128 Shared Lane Traffic (%) Lane Group Flow (vph)0 159 1705 67 0 238 2387 68 0 186 50 128 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment R NA Left Left Right R NA Left Left Right R NA Left Left Right Median Width(ft)28 28 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 0.92 1.00 1.00 1.00 0.92 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)9 15 9 9 15 9 9 15 9 Number of Detectors 1 1 1 1 1 1 1 1 1 1 1 1 Detector Template Leading Detector (ft)50 50 50 50 50 50 50 50 50 50 50 50 Trailing Detector (ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft)50 50 50 50 50 50 50 50 50 50 50 50 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type Prot Prot NA Perm D.P+P D.P+P NA Perm pm+pt pm+pt NA Perm Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases 2 2 2 6 8 8 8 Detector Phase 5 5 2 2 1 1 6 6 3 3 8 8 Switch Phase Minimum Initial (s)5.0 5.0 10.0 10.0 5.0 5.0 10.0 10.0 5.0 5.0 5.0 5.0 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 7 Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph)128 108 152 Future Volume (vph)128 108 152 Ideal Flow (vphpl)1900 1900 1900 Lane Width (ft)12 12 12 Storage Length (ft)225 0 Storage Lanes 1 0 Taper Length (ft)25 Lane Util. Factor 1.00 0.95 0.95 Frt 0.912 Flt Protected 0.950 Satd. Flow (prot)1770 3228 0 Flt Permitted 0.000 Satd. Flow (perm)0 3228 0 Right Turn on Red Yes Satd. Flow (RTOR)165 Link Speed (mph)30 Link Distance (ft)1258 Travel Time (s)28.6 Peak Hour Factor 0.92 0.92 0.92 Heavy Vehicles (%)2%2%2% Adj. Flow (vph)139 117 165 Shared Lane Traffic (%) Lane Group Flow (vph)139 282 0 Enter Blocked Intersection No No No Lane Alignment Left Left Right Median Width(ft)12 Link Offset(ft)0 Crosswalk Width(ft)16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 Turning Speed (mph)15 9 Number of Detectors 1 1 Detector Template Leading Detector (ft)50 50 Trailing Detector (ft)0 0 Detector 1 Position(ft)0 0 Detector 1 Size(ft)50 50 Detector 1 Type Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s)0.0 0.0 Detector 1 Queue (s)0.0 0.0 Detector 1 Delay (s)0.0 0.0 Turn Type pm+pt NA Protected Phases 7 4 Permitted Phases 4 Detector Phase 7 4 Switch Phase Minimum Initial (s)5.0 5.0 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 8 Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Minimum Split (s)14.0 14.0 37.0 37.0 14.0 14.0 33.0 33.0 15.0 15.0 46.0 46.0 Total Split (s)22.0 22.0 85.0 85.0 22.0 22.0 85.0 85.0 23.0 23.0 24.0 24.0 Total Split (%)14.7% 14.7% 56.7% 56.7% 14.7% 14.7% 56.7% 56.7% 15.3% 15.3% 16.0% 16.0% Maximum Green (s)15.0 15.0 78.0 78.0 15.0 15.0 78.0 78.0 16.0 16.0 17.0 17.0 Yellow Time (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s)-3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.5 -3.5 -3.5 Total Lost Time (s)4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 Lead/Lag Lag Lag Lag Lag Lead Lead Lead Lead Lag Lag Lag Lag Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 1.0 1.0 2.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max C-Max None None C-Max C-Max None None None None Walk Time (s)7.0 7.0 7.0 7.0 7.0 7.0 Flash Dont Walk (s)23.0 23.0 19.0 19.0 32.0 32.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 Act Effct Green (s)18.0 90.8 90.8 102.0 84.0 84.0 19.8 17.9 17.9 Actuated g/C Ratio 0.12 0.61 0.61 0.68 0.56 0.56 0.13 0.12 0.12 v/c Ratio 0.70 0.59 0.07 0.49 0.90 0.07 0.80 0.23 0.37 Control Delay 65.0 13.6 0.1 14.3 35.1 0.9 86.9 61.0 4.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 65.0 13.6 0.1 14.3 35.1 0.9 86.9 61.0 4.5 LOS E B A B D A F E A Approach Delay 17.4 32.4 54.3 Approach LOS B C D Queue Length 50th (ft)143 202 0 61 863 0 176 44 0 Queue Length 95th (ft)m176 m228 m0 m64 918 m0 #306 87 13 Internal Link Dist (ft)214 1661 334 Turn Bay Length (ft)505 330 325 330 190 Base Capacity (vph)226 2881 1010 645 2665 944 241 254 373 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.70 0.59 0.07 0.37 0.90 0.07 0.77 0.20 0.34 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 73 (49%), Referenced to phase 2:EBWB and 6:WBT, Start of Yellow Natural Cycle: 155 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 30.2 Intersection LOS: C Intersection Capacity Utilization 81.2%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 9 Splits and Phases: 5: Peytonville & FM 1709 2029 - Background + Site - PM Green Acres TIA Lanes, Volumes, Timings 5: Peytonville & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 10 Lane Group SBL SBT SBR Minimum Split (s)15.0 46.0 Total Split (s)19.0 20.0 Total Split (%)12.7% 13.3% Maximum Green (s)12.0 13.0 Yellow Time (s)4.0 4.0 All-Red Time (s)3.0 3.0 Lost Time Adjust (s)-3.5 -3.5 Total Lost Time (s)3.5 3.5 Lead/Lag Lead Lead Lead-Lag Optimize? Vehicle Extension (s)2.0 2.0 Recall Mode None None Walk Time (s)7.0 Flash Dont Walk (s)32.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)15.1 13.2 Actuated g/C Ratio 0.10 0.09 v/c Ratio 0.79 0.65 Control Delay 94.1 34.1 Queue Delay 0.0 0.0 Total Delay 94.1 34.1 LOS F C Approach Delay 53.9 Approach LOS D Queue Length 50th (ft)135 57 Queue Length 95th (ft)#243 106 Internal Link Dist (ft)1178 Turn Bay Length (ft)225 Base Capacity (vph)182 501 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.76 0.56 Intersection Summary 2029 - Background + Site - PM Green Acres TIA HCM 6th TWSC 2: Players/Meadowlark & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 1 Intersection Int Delay, s/veh 2.6 Movement EBU EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 31 10 1686 74 5 49 2455 18 11 0 87 6 0 9 Future Vol, veh/h 31 10 1686 74 5 49 2455 18 11 0 87 6 0 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized --- None --- None -- None -- None Storage Length - 195 --- 335 ---- 100 --- Veh in Median Storage, # --0 ---0 --1 --1 - Grade, %--0 ---0 --0 --0 - Peak Hour Factor 92 92 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 2 2 Mvmt Flow 34 11 1833 80 5 53 2668 20 12 0 95 7 0 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1962 2688 0 0 1397 1913 0 0 3146 4767 957 3617 4797 1344 Stage 1 -------- 1963 1963 - 2794 2794 - Stage 2 -------- 1183 2804 - 823 2003 - Critical Hdwy 5.64 5.34 -- 5.64 5.34 -- 6.44 6.54 7.14 6.44 6.54 7.14 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 2.32 3.12 -- 2.32 3.12 -- 3.82 4.02 3.92 3.82 4.02 3.92 Pot Cap-1 Maneuver *580 *431 -- 264 138 -- *113 *0 222 *19 *0 *343 Stage 1 -------- *41 *108 - *352 *335 - Stage 2 -------- *352 *335 - *303 *103 - Platoon blocked, %1 1 ----1 1 1 1 1 Mov Cap-1 Maneuver *525 *525 -- 140 140 -- *69 *0 222 *7 *0 *343 Mov Cap-2 Maneuver -------- *16 *54 - *72 *27 - Stage 1 -------- *37 *99 - *322 *193 - Stage 2 -------- *198 *193 - *159 *94 - Approach EB WB NB SB HCM Control Delay, s 0.3 1 80 34.8 HCM LOS F D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h)16 222 * 525 -- 140 -- 137 HCM Lane V/C Ratio 0.747 0.426 0.085 -- 0.419 -- 0.119 HCM Control Delay (s)$ 454 32.7 12.5 -- 48.2 -- 34.8 HCM Lane LOS F D B --E --D HCM 95th %tile Q(veh)1.9 2 0.3 -- 1.8 -- 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background + Site - PM Green Acres TIA HCM 6th TWSC 4: Walgreens N Drive & FM 1709 11/28/2022 Synchro 11 Report Kimley-Horn Page 2 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1743 26 0 2523 0 39 Future Vol, veh/h 1743 26 0 2523 0 39 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 1895 28 0 2742 0 42 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 --- 962 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 -0 220 Stage 1 --0 -0 - Stage 2 --0 -0 - Platoon blocked, %--- Mov Cap-1 Maneuver ----- 220 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 25.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h)220 --- HCM Lane V/C Ratio 0.193 --- HCM Control Delay (s)25.2 --- HCM Lane LOS D --- HCM 95th %tile Q(veh)0.7 --- 2029 - Background + Site - PM Green Acres TIA HCM 6th TWSC 6: Peytonville & Walgreens S Drive/CISD Art Center Driveway 11/28/2022 Synchro 11 Report Kimley-Horn Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 107 0 42 9 0 17 1 28 232 8 9 245 108 Future Vol, veh/h 107 0 42 9 0 17 1 28 232 8 9 245 108 Conflicting Peds, #/hr 0 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 Free RT Channelized -- None -- None --- None -- None Storage Length ------- 72 -- 72 -- Veh in Median Storage, # -1 --1 ---0 --0 - Grade, %-0 --0 ---0 --0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 126 0 49 11 0 20 1 33 273 9 11 288 127 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 579 724 208 512 783 141 415 415 0 0 282 0 0 Stage 1 374 374 - 346 346 -------- Stage 2 205 350 - 166 437 -------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 6.44 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.52 2.22 -- 2.22 -- Pot Cap-1 Maneuver 523 421 *994 *589 387 881 1007 1275 -- 1277 -- Stage 1 781 717 - *643 634 -------- Stage 2 778 631 - *937 670 -------- Platoon blocked, %1 1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 497 406 *994 *545 373 881 1261 1261 -- 1277 -- Mov Cap-2 Maneuver 566 480 - *556 455 -------- Stage 1 760 711 - *626 617 -------- Stage 2 740 614 - *883 664 -------- Approach EB WB NB SB HCM Control Delay, s 12.7 10.1 0.9 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1261 -- 644 733 1277 -- HCM Lane V/C Ratio 0.027 -- 0.272 0.042 0.008 -- HCM Control Delay (s)7.9 -- 12.7 10.1 7.8 -- HCM Lane LOS A --B B A -- HCM 95th %tile Q(veh)0.1 -- 1.1 0.1 0 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2029 - Background + Site - PM Green Acres TIA HCM 6th TWSC 7: Peytonville & Drive E1/Carroll High School Drive 11/28/2022 Synchro 11 Report Kimley-Horn Page 4 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 71 0 35 22 0 28 34 168 25 34 196 68 Future Vol, veh/h 71 0 35 22 0 28 34 168 25 34 196 68 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 --------- 180 -- Veh in Median Storage, # -1 --1 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 0 41 26 0 33 40 198 29 40 231 80 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 530 658 156 489 684 114 311 0 0 227 0 0 Stage 1 351 351 - 293 293 ------- Stage 2 179 307 - 196 391 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -- 4.14 -- 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 3.52 4.02 3.32 3.52 4.02 3.32 2.22 -- 2.22 -- Pot Cap-1 Maneuver 532 441 *1014 571 425 917 1362 -- 1339 -- Stage 1 762 707 - 691 669 ------- Stage 2 805 660 - 950 678 ------- Platoon blocked, %1 1 1 1 1 1 ---- Mov Cap-1 Maneuver 488 413 *1014 522 398 917 1362 -- 1339 -- Mov Cap-2 Maneuver 552 478 - 568 470 ------- Stage 1 736 686 - 668 646 ------- Stage 2 750 638 - 884 658 ------- Approach EB WB NB SB HCM Control Delay, s 11.8 10.4 1.2 0.9 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1362 -- 650 722 1339 -- HCM Lane V/C Ratio 0.029 -- 0.192 0.081 0.03 -- HCM Control Delay (s)7.7 0.1 - 11.8 10.4 7.8 -- HCM Lane LOS A A -B B A -- HCM 95th %tile Q(veh)0.1 -- 0.7 0.3 0.1 -- Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon