The URL can be used to link to this page

Item 8 - TIA - 20210201 Traffic Impact Analysis Mustang Business Park Southlake, Texas February 1, 2021 Kimley-Horn and Associates, Inc. Dallas, Texas Project #067806210 Registered Firm F-928 Traffic Impact Analysis Mustang Business Park Southlake, Texas Prepared by: Kimley-Horn and Associates, Inc. 13455 Noel Road, Two Galleria Tower, Suite 700 Dallas, Texas 75240 Registered Firm F-928 Contact: Scot Johnson, P.E., PTOE Jake Halter, EIT 972-770-1300 February 1, 2021 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 .......................................................................................................... iii I. INTRODUCTION ................................................................................................................. 1 A. PURPOSE ............................................................................................................................ 1 B. METHODOLOGY ................................................................................................................... 1 II. EXISTING AND FUTURE AREA CONDITIONS ................................................................... 3 A. ROADWAY CHARACTERISTICS ............................................................................................... 3 B. EXISTING STUDY AREA ......................................................................................................... 3 C. PROPOSED SITE IMPROVEMENTS ........................................................................................... 3 D. EXISTING TRAFFIC VOLUMES ................................................................................................. 3 III. PROJECT TRAFFIC CHARACTERISTICS .......................................................................... 6 A. SITE-GENERATED TRAFFIC ................................................................................................... 6 B. TRIP DISTRIBUTION AND ASSIGNMENT .................................................................................... 6 C. DEVELOPMENT OF 2023 BACKGROUND TRAFFIC ..................................................................... 7 D. DEVELOPMENT OF 2023 TOTAL TRAFFIC ................................................................................ 7 E. DEVELOPMENT OF 2028 BACKGROUND AND TOTAL TRAFFIC .................................................... 7 IV. TRAFFIC OPERATIONS ANALYSIS ................................................................................. 11 A. ANALYSIS METHODOLOGY .................................................................................................. 11 B. ANALYSIS RESULTS ............................................................................................................ 11 C. 2021 EXISTING TRAFFIC OPERATIONS ................................................................................. 12 D. 2023 BACKGROUND TRAFFIC OPERATIONS .......................................................................... 12 E. 2023 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS ........................................ 13 F. 2028 BACKGROUND TRAFFIC OPERATIONS .......................................................................... 13 G. 2028 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS ........................................ 13 V. CONCLUSIONS AND RECOMMENDATIONS ................................................................... 14 APPENDIX A ........................................................................................................................... 15 A. ROADWAY CHARACTERISTICS ............................................................................................. 15 APPENDIX B ........................................................................................................................... 16 A. ANALYSIS METHODOLOGY .................................................................................................. 16 Page ii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 LIST OF EXHIBITS EXHIBIT 1: VICINITY MAP ................................................................................................................... 2 EXHIBIT 2: CONCEPTUAL SITE PLAN ................................................................................................... 2 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL .............................................................. 5 EXHIBIT 4: 2021 EXISTING TRAFFIC VOLUMES ..................................................................................... 5 EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT .................................................................... 8 EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES ................................................................................. 8 EXHIBIT 7: 2023 BACKGROUND TRAFFIC VOLUMES .............................................................................. 9 EXHIBIT 8: 2023 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ........................................... 9 EXHIBIT 9: 2028 BACKGROUND TRAFFIC VOLUMES ............................................................................ 10 EXHIBIT 10: 2028 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUMES ....................................... 10 LIST OF TABLES TABLE 1 – TRIP GENERATION ............................................................................................................ 6 TABLE 2 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY AM PEAK HOUR ........................................... 11 TABLE 3 – TRAFFIC OPERATIONAL RESULTS – WEEKDAY PM PEAK HOUR ........................................... 12 TABLE 4 – LEVEL OF SERVICE DEFINITIONS ....................................................................................... 16 Page iii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 EXECUTIVE SUMMARY The proposed Mustang Business Park development is located northwest of the intersection of Mustang Court and SH 26 in Southlake, Texas. The site is proposed to be built with 330,980 SF of industrial warehousing uses. 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 p art of this study: ▪ SH 26 at Mustang Drive/Mustang Court ▪ Southwestern Street at Mustang Court The site will have access to a proposed extension of Mustang Court into the development, and it will have six driveways accessing Mustang Court. Each of these pat hs converge at the intersection of Southwestern Street and Mustang Court, so this analysis analyzed the intersection of Southwestern Street and Mustang Court in lieu of the individual driveway intersections with Mustang Court. The traffic operations at the driveways will be as good as or better than the operations at the intersection of Southwestern St reet and Mustang Court. Traffic operations were analyzed at the study intersections for existing volumes, 2023 and 2028 background traffic volumes, and 2023 and 2028 background plus site-generated traffic volumes. The future years correspond to the expect ed buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The Mustang Business Park development is expected to generate approximately 65 new weekday AM peak hour one -way vehicle trips and 68 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 location s. Based on the analysis presented in this report, the proposed Mustang Business Park 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. No im provements to the external roadway network are required for the site. 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 Mustang Business Park located northwest of the intersection of Mustang Court and SH 26. 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 stud y intersections for AM and PM peak hours for the following scenarios: ▪ 2021 existing traffic ▪ 2023 background traffic ▪ 2023 background plus site traffic ▪ 2028 background traffic ▪ 2028 background plus site traffic The capacity analyses were conducted usin g the SynchroTM software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. LEGEND: = Study Intersection EXHIBIT 2 Conceptual Site Plan Not To Scale EXHIBIT 1 Vicinity Map North Not To Scale North Mustang Drive SITE Page 3 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 II. EXISTING AND FUTURE AREA CONDITIONS A. Roadway Characteristics The following signalized intersection was evaluated as part of this study: ▪ SH 26 at Mustang Drive/Mustang Court The following unsignalized intersection was evaluated as part of this study: ▪ Southwestern Street at Mustang Court The major study area roadways are described in Appendix A. Exhibit 3 illustrates the intersection geometry used for the traffic analysis. B. Existing Study Area The property is zoned as Light Industrial, and the Future Land Use is designated as Industrial. The property is currently undeveloped. C. Proposed Site Improvements The development as proposed includes 330,980 SF of industrial warehousing uses. As shown in Exhibit 3, the site has one access point to the external street network. Mustang Court will be extended through the site, and there will be six driveways which access Mustang Court, but all will feed into the intersection of Mustang Court and Southwestern Street. Mustang Court will be a private street northwest of Southwestern Street. Intersection sight distance at the proposed driveways will be acceptable, with each on relatively the flat, straight, and low-speed segment of Mustang Court that runs through the site. D. Existing Traffic Volumes 24-hour machine counts were collected near the site on SH 26. 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 heavy vehicle percentages were included with the traffic counts and used for this analysis. Where site generated traffic was present, the heavy vehicle percentages were adjusted accordingly, as exp lained later in this report. The 24-hour count showed the daily volume on the roadway link as follows: • SH 26: 28,869 vehicles per day (vpd), 30% lower than the 2019 traffic volumes taken at the same location Due to the lowered traffic volumes due to the circumstances surrounding COVID-19, the peak hours of the traffic counts along SH 26 and Mustang Court/Drive were compared to find an appropriate adjustment factor. Page 4 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 ▪ SH 26 NB • 2019 TxDOT Traffic Counts ▪ AM peak hour: 2,914 vehicles ▪ PM peak hour: 1,485 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 1,568 vehicles ▪ PM peak hour: 1,057 vehicles • Adjustment Factors ▪ AM peak hour: 2,914/1,568 = 2.45 (145% increase) ▪ PM peak hour: 1,485/1,057 = 1.44 (144% increase) ▪ SH 26 SB • 2019 TxDOT Traffic Counts ▪ AM peak hour: 869 vehicles ▪ PM peak hour: 2,383 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 848 vehicles ▪ PM peak hour: 1,706 vehicles • Adjustment Factors ▪ AM peak hour: 869/848 = 1.02 (2% increase) ▪ PM peak hour: 2,383/1,706 = 1.40 (140% increase) ▪ Mustang Court (both directions) • 2019 TxDOT Traffic Counts ▪ AM peak hour: 89 vehicles ▪ PM peak hour: 77 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 41 vehicles ▪ PM peak hour: 26 vehicles • Adjustment Factors ▪ AM peak hour: 89/41 = 2.17 (117% increase) ▪ PM peak hour: 77/26 = 2.96 (196% increase) ▪ Mustang Drive (WB) • 2019 TxDOT Traffic Counts ▪ AM peak hour: 465 vehicles ▪ PM peak hour: 631 vehicles • 2021 Traffic Volumes ▪ AM peak hour: 374 vehicles ▪ PM peak hour: 400 vehicles • Adjustment Factors ▪ AM peak hour: 465/374= 1.24 (24% increase) ▪ PM peak hour: 631/400 = 1.58 (58% increase) Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes, adjusted to account for the impact of COVID-19 on traffic volumes. LEGEND: = Signalized = Turn Bay Intersection = Stop-Controlled = Driveway Lanes or Approach Off-Site Improvements = Travel Lane TWLTL = Two-Way Left Turn Lane 0 13 18 541 123 159 (169) (6)(50)26 (15)(7)(2020)(207)0 (5) 22 (6)306 (457) 28 (30) 4 26 4 (12)15 2267 730 (3)(6)0 (0)(6)(1019)(344) 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.EXHIBIT 4 2021 Adjusted Existing Traffic Volumes Not To Scale EXHIBIT 3 Lane Assignment and Intersection Control North Not To Scale North Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) R a i l r o a d R a i l r o a d ** STOP * * * STOP STOP The westbound right-turn from Mustang Drive to SH 26 is channelized, which provides an informal 50' storage bay. The traffic volumes at the NB approach of SH 26 were increased by 86% in the AM peak hour and by 40% in the PM peak hour. The traffic volumes at the WB approach of Mustang Drive were increased by 24% in the AM peak hour and by 58% in the PM peak hour. The traffic volumes at the SB approach of SH 26 were increased by 2% in the AM peak hour and by 40% in the PM peak hour. The traffic volumes at the EB approach of Mustang Court and at the intersection of Mustang Court and Southwestern Street were increased by 117% in the AM peak hour and by 196% in the PM peak hour. The traffic volumes at the EB approach of Mustang Court and at the intersection of Mustang Court and Southwestern Street were increased by 117% in the AM peak hour and by 196% in the PM peak hour. Page 6 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 10 th 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 inbound trip and one outbound trip. No reductions were taken for pass-by trips, internal capture, or multimodal use. Table 1 shows the resulting daily and weekday AM an d PM peak hour trip generation for the proposed development, showing new external trips. Table 1 – Trip Generation The heavy vehicle percentage for Warehousing uses, according to ITE, is 20%. The heavy vehicle percentage for each movement at the study intersections was c alculated using a weighted average between the site-generated (SG below) traffic and the traffic volumes and heavy vehicle percentages from the background scenarios (BG below), which are known from the existing traffic counts. 𝑆𝑜𝑡𝑎𝑙 𝑉𝑜𝑙𝑡𝑙𝑒 𝐺𝑉%= (𝐵𝐺 𝑆𝑟𝑎𝑒𝑒𝑖𝑐 𝑉𝑜𝑙𝑡𝑙𝑒)∗(𝐵𝐺 𝐺𝑉%)+(𝑆𝐺 𝑉𝑜𝑙𝑡𝑙𝑒)∗(𝑆𝑖𝑡𝑒 𝐺𝑉%) 𝐵𝐺 𝑆𝑟𝑎𝑒𝑒𝑖𝑐 𝑉𝑜𝑙𝑡𝑙𝑒+ 𝑆𝐺 𝑉𝑜𝑙𝑡𝑙𝑒 B. Trip Distribution and Assignment The distribution of the site-generated traffic volumes in to 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. Exhibit 6 shows the resulting site-generated weekday AM and weekday PM Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL Warehousing 331,000 SF 150 569 50 15 65 18 50 68 Trip Generation rates based on ITE's Trip Generation Manual , 10th Edition. PM Peak Hour One-Way TripsLand Uses Amount Units ITE Code AM Peak Hour One-Way Trips Page 7 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 peak hour turning movements after multiplying the new external trip generation by the respective traffic assignment percentages. C. Development of 2023 Background Traffic In order to obtain 2023 background traffic, the existing traffic counts and historic counts near the site were compared to find expected growth trends within the study area. Based on the recent growth in the area, an annual growth rate of 5% was assumed for the background traffic through 2023. To calculate the 2023 background traffic, the existing 2021 traffic counts were grown by 5% annually for two years. The resulting 2023 background weekday AM and PM peak hour traffic volumes are shown in Exhibit 7. D. Development of 2023 Total Traffic Site traffic volumes were added to the background volumes to represent the estimated total (background plus site-generated) traffic conditions for the 2023 study year after completion of the proposed development. Exhibit 8 shows the resulting 2023 weekday AM and PM peak hour total traffic volumes. E. Development of 2028 Background and Total Traffic The background and total traffic volumes in the 2028 study year were calculated in a similar manner to the 2023 traffic volumes by adding five years of 3% growth over the 2023 background volumes. Exhibit 9 shows the resulting 2028 weekday AM and PM peak hour background traffic volumes, and Exhibit 10 shows the resulting 2028 weekday AM and PM peak hour total traffic volumes after the addition of the site-generated traffic. 100%45%35% (45%) (100%) (35%)20% (20%) LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic 0 0 0 0 (0)23 0 0 0 (0) (0)(0)(0)50 (18)(8)(0)(0)18 (6) 0 (0)0 (0) 0 (0)7 (23) 15 (50)0 0 0 5 (18)10 0 0 0 (0)(0)(0)(0)3 (10)(4)(0)(0) 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.EXHIBIT 6 Site-Generated Traffic Volumes Not To Scale EXHIBIT 5 Trip Distribution and Traffic Assignment North Not To Scale North Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) R a i l r o a d R a i l r o a d 0 14 20 596 136 175 (186) (7)(55)29 (17)(8)(2227)(228)0 (6) 24 (7)337 (504) 31 (33) 4 29 4 (13)17 2499 805 (3)(7)0 (0)(7)(1123)(379) 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 14 29 (17)43 596 136 175 (186) (0)(7)(55)50 (18)(16)(2227)(228)18 (12) 24 (7)337 (504) 0 (0)38 (56) 15 (50)0 4 29 9 (31)27 2499 805 0 (0)(0)(3)(7)3 (10)(11)(1123)(379) 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.EXHIBIT 8 2023 Background Plus Site-Generated Traffic Volumes Not To Scale EXHIBIT 7 2023 Background Traffic Volumes North Not To Scale North Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) R a i l r o a d R a i l r o a d 0 17 23 691 157 203 (216) (8)(64)33 (19)(9)(2582)(265)0 (6) 28 (8)391 (584) 36 (38) 5 33 5 (15)19 2897 933 (4)(8)0 (0)(8)(1302)(440) 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 17 33 (19)46 691 157 203 (216) (0)(8)(64)50 (18)(17)(2582)(265)18 (12) 28 (8)391 (584) 0 (0)43 (61) 15 (50)0 5 33 10 (33)29 2897 933 0 (0)(0)(4)(8)3 (10)(12)(1302)(440) 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.EXHIBIT 10 2028 Background Plus Site-Generated Traffic Volumes Not To Scale EXHIBIT 9 2028 Background Traffic Volumes North Not To Scale North Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) Mustang Court Mustang Drive S o u t h w e s t e r n S t r e e t S H 2 6 (I r a E W o o d s A v e n u e ) R a i l r o a d R a i l r o a d Page 11 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 c apacity deficiencies in the 2021, 2023, and 2028 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. Signal timings for the signalized intersections are based on Grapevine signal timing sheets. Timing adjustments were made in the future scenarios to accommodate changes in traffic volumes due to background growth a nd site traffic, replicating how City staff will periodically review signal operations in the future. 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 2 and Table 3 show the intersection operational results for the weekday AM and PM peak hours, respectively. Table 2 – 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 Mustang - EB 74.8 E 60.3 E 79.1 E 76.9 E 77.4 E Mustang - WB 45.5 D 47.2 D 49.2 D 68.1 E 74.0 E SH 26 - NB 25.7 C 26.6 C 35.7 D 37.9 D 39.3 D SH 26 - SB 10.2 B 11.1 B 12.0 B 15.0 B 19.1 B Overall 25.7 C 26.6 C 33.8 C 37.9 D 40.3 D SW - NB*9.5 A 8.6 A 9.7 A 9.6 A 9.8 A Mustang - WBL 8.1 A 7.3 A 8.2 A 8.1 A 8.2 A Mustang - EBL ---------- SW - SB*10.4 B 9.5 A 11.5 B 10.8 B 11.8 B * Stop-Controlled Approach - No movements in Time Period INTERSECTION APPROACH 2021 Existing Traffic 2023 Background Traffic 2023 Background plus Site Traffic 2028 Background Traffic 2028 Background plus Site Traffic AM Peak Hour AM Peak Hour AM Peak Hour AM Peak Hour AM Peak Hour Mustang Drive/Court @ SH 26 (Ira E Woods Avenue) Mustang Court @ Southwestern Street Signalized Unsignalized Page 12 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Table 3 – Traffic Operational Results – Weekday PM Peak Hour C. 2021 Existing Traffic Operations The analysis of the 2021 existing traffic operations shows that the signalized study intersection operates with moderate delay in both peak hours at LOS C or better. The SH 26 through volumes are large, but the intersection is well timed to accommodate the existing traffic flows. As will be shown in the future traffic scena rios, this corridor is sensitive to increases in ba ckground traffic, and the regional traffic volumes are growing at a moderately high rate (about 5% year over year). Foreseeing this trend, t he City of Grapevine is currently in the process of retiming the SH 26 corridor, but since the retiming process has not yet begun those timings were not available for this analysis. Of the unsignalized study intersection approaches, all operate at LOS A during both peak hours. There is very little traffic at the intersection of Mustang Court and Southwestern Street, and LOS A matches the observations made in the field. D. 2023 Background Traffic Operations The signalized study intersection experiences more delay with two years of background growth added to the network. The intersection overall operates at LOS C during both peak hours. Due to the prioritization of the SH 26 corridor volumes, the Mustang Court and Drive approaches experience higher delays, operating at LOS E during one or both peak hours. Neither of these approaches are failing. With a 120-second traffic signal cycle length, the vehicles are waiting approximately half of the cycle on average. This is typical for side street approaches to high -volume corridors like SH 26. The unsignalized intersection of Southwestern Street and Mustang Court continues to operate at LOS A during both peak hours, which is optimal from a vehicular standpoint. DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS Mustang - EB 64.0 E 65.5 E 65.4 E 67.9 E 69.2 E Mustang - WB 52.7 D 57.0 E 58.1 E 67.1 E 68.7 E SH 26 - NB 14.0 B 15.5 B 15.8 B 16.8 B 17.1 B SH 26 - SB 9.2 A 14.3 B 14.5 B 23.4 C 25.9 C Overall 17.7 B 21.5 C 22.4 C 28.2 C 30.2 C SW - NB*9.3 A 9.3 A 9.9 A 9.4 A 10.0 A Mustang - WBL 8.1 A 8.1 A 8.4 A 8.1 A 8.4 A Mustang - EBL ---------- SW - SB*9.8 A 10.0 A 11.1 B 10.1 B 11.3 B * Stop-Controlled Approach - No movements in Time Period 2023 Background plus Site TrafficINTERSECTIONAPPROACH 2021 Existing Traffic 2023 Background Traffic PM Peak Hour PM Peak Hour PM Peak Hour 2028 Background Traffic 2028 Background plus Site Traffic Mustang Drive/Court @ SH 26 (Ira E Woods Avenue) Mustang Court @ Southwestern Street PM Peak Hour PM Peak Hour Signalized Unsignalized Page 13 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 E. 2023 Background Plus Site-Generated Traffic Operations The addition of the site-generated traffic to the 2023 background traffic results in some additional delay at the intersection of Mustang Drive/Court and SH 26, and there are no increases in overall level of service. The northbound approach in the AM peak hour continues experiences a relatively sharp increase in delay even though the site adds only 10 vehicles to the approach. The intersection opera tes at LOS C or better during both peak hours, which is better than the industry standard for acceptable operations, LOS D. The unsignalized intersection also experience some additional delay after the site - generated traffic is dispersed about the roadway network and the site constructs the eastbound leg to the intersection. The northbound approach and westbound left-turning movement continue to operate at LOS A, and the southbound movement changes to LOS B. LOS B or better is considered to be optimal when analyzing traffic. The existing street infrastructure is able to handle the site-generated traffic volumes in the 2023 total traffic scenario and needs no alterations. F. 2028 Background Traffic Operations The analysis of the 2028 background traffic operations shows that the intersection changes from LOS C to D during the AM peak hour and remains at LOS C during the PM peak hour. The north- and southbound approaches of SH 26 to Mustang Drive/Court are sensitive to the increase in background traffic, adding over 11 seconds of average delay to the approach in the AM peak hour when compared to the 2023 background traffic operations. G. 2028 Background Plus Site-Generated Traffic Operations The addition of the site-generated traffic to the 2028 background traffic results in some additional delay at the intersection of Mustang Court/Drive and SH 26 yet results in no changes in level of service for the intersection overall. The intersection continues to operate at LOS D during the AM peak and at LOS C during the PM peak, both of which are acceptable levels of delay. With site traffic, the unsignalized intersection experiences additional delays at the study approaches. All approaches and movements operate at LOS B or better during both peak hours. The proposed infrastructure provides an adequate level of access for the Mustang Business Park to be successfully incorporated into the surrounding street network of both Southlake and Grapevine. Page 14 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 Mustang Business Park development, located northwest of the intersection of Mustang Court and SH 26 in Southlake, Texas, 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. No improvements to the external roadway network are required for the site. 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 intersection was evaluated as part of this study: ▪ SH 26 at Mustang Drive/Mustang Court The following unsignalized intersection was evaluated as part of this study: ▪ Southwestern Street at Mustang Court The major study area roadways are described below. SH 26 – is, six-lane divided road that runs northeast-southwest from Grapevine to Fort Worth. In the project vicinity, SH 26 intersects Pool Road/Brumlow Avenue, Mustang Drive/Court, and Kimball Avenue/Heritage Ave nue other commercial driveways. SH 26 is located within the City of Grapevine near the developmen t site. On the City of Grapevine Thoroughfare Plan, SH 26 is designated as a Major Arterial (A*). The speed limit near the site is 45 mph. Mustang Court – is a three-lane undivided road that runs northwest-southeast from Southwestern Street to SH 26, whe re it enters the City of Grapevine and turns into Mustang Drive. In the project vicinity, Mustang Court intersects Southwestern Street and SH 26 while providing access for the developments neighboring the proposed development. On the City of Southlake Thoroughfare Plan, Mustang Court is not classified. The speed limit near the site is assumed to be 30 mph. The development plan includes extending Mustang Court into the site as a private street. Mustang Drive – is a four-lane undivided road that runs east-west from DFW Airport to SH 26, past which it enters the City of Southlake and becomes Mustang Court. In the project vicinity, Mustang Drive intersects SH 26. On the City of Grapevine Thoroughfare Plan, Mustang Drive is designated as a four-lane Minor Arterial (D). The speed limit near the site is 35 mph. Southwestern Street – is a two-lane undivided road that runs northeast-southwest, serving only the two existing developments on either side of the proposed Mustang Business Park. In the project vicinity, Southwestern Street intersects Mustang Court. On the City of Southlake Thoroughfare Plan, Southwestern Street is not classified. The speed limit near the site is assumed to be 30 mph. The name of Southwest Street is not marked on the site. It is only known from its label on the So uthlake interactive GIS map. 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 qualit ative 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 4 shows the definition of level of service for signalized and unsignalized intersections. Table 4 – 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 analys is 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. Signal timings for the signalized intersections are based on Grapevine signal timing sheets. Timing adjustments were made in the future scenarios to accommodate changes in traffic volumes due to background growth and site traffic, replicating how City staff will periodically review signal operations in the future. The analyses assumed the lane geometry and intersection control shown in Exhibit 3. The peak hour factors (PHF) for the existing traffic is known from th e counts collected at the site or for the City’s signal timing efforts. The PHFs were not adjusted in the future traffic scenarios. kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 TRAFFIC COUNTS AND HISTORICAL DATA Mustang Business Park - Southlake, Texas Historical Link Volumes and Growth Rates SH 26 (Ira E Woods Avenue) Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2014 Pool Road/Brumlow Avenue Mustang Drive TxDOT 31,191 - 2 2019 Pool Road/Brumlow Avenue Mustang Drive TxDOT 41,347 5.8% 3 2020 Pool Road/Brumlow Avenue Mustang Drive KHA 28,869 -30.2% Average Growth 2014 - 2020:0.9% Mustang Drive Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2014 Timberline Drive SH 26 TxDOT 14,197 - 2 2019 Timberline Drive SH 26 TxDOT 16,740 3.4% Mustang Court Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2019 Southwestern Street SH 26 TxDOT 1,204 - TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 8 7 7 3 25 1/20/2021 1:00 1 6 3 2 12 2:00 5 6 5 3 19 3:00 4 12 9 13 38 4:00 8 14 26 50 98 5:00 48 75 110 115 348 6:00 157 180 246 237 820 7:00 308 335 430 427 1500 8:00 350 361 320 280 1311 9:00 235 231 238 213 917 10:00 214 182 216 196 808 11:00 222 194 235 214 865 12:00 230 206 216 222 874 13:00 218 212 210 201 841 14:00 218 220 210 230 878 15:00 286 239 286 246 1057 16:00 280 210 256 236 982 17:00 244 250 230 214 938 18:00 175 210 166 135 686 19:00 140 122 106 114 482 20:00 84 87 76 72 319 21:00 64 64 44 42 214 22:00 44 31 27 21 123 23:00 12 14 13 11 50 TOTAL:14,205 The A.M. peak hour from 7:30 to 8:30 is 1,568 The P.M. peak hour from 15:00 to 16:00 is 1,057 NB SH 26 South of Mustang Drive 0 200 400 600 800 1000 1200 1400 1600 V O L U M E TIME TIME 0:00 0:15 0:30 0:45 TOTAL Date Began:0:00 11 9 12 8 40 1/26/2021 1:00 9 7 9 13 38 2:00 8 8 3 7 26 3:00 11 2 10 9 32 4:00 10 5 8 16 39 5:00 11 27 24 34 96 6:00 46 60 87 103 296 7:00 122 139 201 223 685 8:00 230 194 192 194 810 9:00 164 182 163 176 685 10:00 158 168 174 186 686 11:00 156 184 212 167 719 12:00 242 231 228 270 971 13:00 215 237 202 226 880 14:00 232 272 316 272 1092 15:00 294 352 312 328 1286 16:00 428 410 421 385 1644 17:00 448 427 446 349 1670 18:00 358 290 270 218 1136 19:00 221 203 191 152 767 20:00 119 130 109 77 435 21:00 104 90 84 78 356 22:00 56 46 47 34 183 23:00 31 20 25 16 92 TOTAL:14,664 The A.M. peak hour from 7:30 to 8:30 is 848 The P.M. peak hour from 16:45 to 17:45 is 1,706 SB SH 26 South of Mustang Drive 0 200 400 600 800 1000 1200 1400 1600 1800 V O L U M E TIME 1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC Wed Jan 20, 2021 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909, -97.11909 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2021-01-20 7:00AM 3 0 0 0 33 0 30 0 31 0 6161 0 2 236 58 1 297297 0 23 83 2 1 109109 0 470470 7:15AM 1 1 0 0 22 0 46 1 26 0 7373 0 0 251 95 2 348348 0 36 91 5 0 132132 0 555555 7:30AM 2 1 0 0 33 0 59 0 38 0 9797 0 1 354 101 0 456456 0 27 119 5 0 151151 0 707707 7:45AM 3 1 0 0 44 0 69 0 32 0 101101 0 0 301 99 1 401401 0 27 162 7 2 198198 0 704704 Hourly Total 9 3 0 0 1212 0 204 1 127 0 332332 0 3 1142 353 4 15021502 0 113 455 19 3 590590 0 24362436 8:00AM 2 0 0 0 22 0 67 0 31 0 9898 0 0 304 89 3 396396 0 23 128 3 1 155155 0 651651 8:15AM 6 0 0 0 66 0 51 0 27 0 7878 0 2 261 104 1 368368 0 39 119 3 1 162162 0 614614 8:30AM 6 0 0 0 66 0 89 1 37 0 127127 0 0 253 80 2 335335 0 26 134 1 1 162162 0 630630 8:45AM 2 0 0 0 22 0 53 1 26 0 8080 0 2 224 64 1 291291 0 15 146 1 1 163163 0 536536 Hourly Total 16 0 0 0 1616 0 260 2 121 0 383383 0 4 1042 337 7 13901390 0 103 527 8 4 642642 0 24312431 4:00PM 5 4 0 0 99 0 92 0 41 0 133133 0 0 190 76 1 267267 0 46 353 1 2 402402 0 811811 4:15PM 2 2 0 0 44 0 96 0 42 0 138138 0 0 150 56 0 206206 0 38 327 4 1 370370 0 718718 4:30PM 2 1 0 0 33 0 77 0 32 0 109109 0 0 180 63 0 243243 0 33 360 1 0 394394 0 749749 4:45PM 3 0 0 0 33 0 76 1 24 0 101101 0 0 150 61 1 212212 0 40 318 3 0 361361 0 677677 Hourly Total 12 7 0 0 1919 0 341 1 139 0 481481 0 0 670 256 2 928928 0 157 1358 9 3 15271527 0 29552955 5:00PM 4 0 0 0 44 0 68 2 29 0 9999 0 0 197 65 2 264264 0 35 429 0 1 465465 0 832832 5:15PM 1 3 0 0 44 0 69 0 22 0 9191 0 0 198 56 1 255255 0 39 339 1 0 379379 0 729729 5:30PM 1 2 0 0 33 0 57 0 25 0 8282 0 2 166 62 1 231231 0 40 370 0 3 413413 0 729729 5:45PM 1 0 0 0 11 0 68 0 33 0 101101 0 0 168 52 1 221221 0 31 281 1 0 313313 0 636636 Hourly Total 7 5 0 0 1212 0 262 2 109 0 373373 0 2 729 235 5 971971 0 145 1419 2 4 15701570 0 29262926 TotalTotal 44 15 0 0 5959 0 1067 6 496 0 15691569 0 9 3583 1181 18 47914791 0 518 3759 38 14 43294329 0 1074810748 % Approach% Approach 74.6%25.4%0%0%---68.0%0.4%31.6%0%---0.2%74.8%24.7%0.4%---12.0%86.8%0.9%0.3%---- % Total% Total 0.4%0.1%0%0%0.5%0.5%-9.9%0.1%4.6%0%14.6%14.6%-0.1%33.3%11.0%0.2%44.6%44.6%-4.8%35.0%0.4%0.1%40.3%40.3%-- LightsLights 6 14 0 0 2020 -1047 6 485 0 15381538 -6 3532 1142 18 46984698 -510 3721 4 14 42494249 -10505 % Lights% Lights 13.6%93.3%0%0%33.9%33.9%-98.1%100%97.8%0%98.0%98.0%-66.7%98.6%96.7%100%98.1%98.1%-98.5%99.0%10.5%100%98.2%98.2%-97.7% Articulated TrucksArticulated Trucks 34 1 0 0 3535 -3 0 0 0 33 -3 20 1 0 2424 -0 8 32 0 4040 -102 % Articulated Trucks% Articulated Trucks 77.3%6.7%0%0%59.3%59.3%-0.3%0%0%0%0.2%0.2%-33.3%0.6%0.1%0%0.5%0.5%-0%0.2%84.2%0%0.9%0.9%-0.9% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 4 0 0 0 44 -17 0 11 0 2828 -0 31 38 0 6969 -8 30 2 0 4040 -141 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 9.1%0%0%0%6.8%6.8%-1.6%0%2.2%0%1.8%1.8%-0%0.9%3.2%0%1.4%1.4%-1.5%0.8%5.3%0%0.9%0.9%-1.3% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC Wed Jan 20, 2021 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909, -97.11909 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2021-01-20 7:30AM 2 1 0 0 33 0 59 0 38 0 9797 0 1 354 101 0 456456 0 27 119 5 0 151151 0 707707 7:45AM 3 1 0 0 44 0 69 0 32 0 101101 0 0 301 99 1 401401 0 27 162 7 2 198198 0 704704 8:00AM 2 0 0 0 22 0 67 0 31 0 9898 0 0 304 89 3 396396 0 23 128 3 1 155155 0 651651 8:15AM 6 0 0 0 66 0 51 0 27 0 7878 0 2 261 104 1 368368 0 39 119 3 1 162162 0 614614 TotalTotal 13 2 0 0 1515 0 246 0 128 0 374374 0 3 1220 393 5 16211621 0 116 528 18 4 666666 0 26762676 % Approach% Approach 86.7%13.3%0%0%---65.8%0%34.2%0%---0.2%75.3%24.2%0.3%---17.4%79.3%2.7%0.6%---- % Total% Total 0.5%0.1%0%0%0.6%0.6%-9.2%0%4.8%0%14.0%14.0%-0.1%45.6%14.7%0.2%60.6%60.6%-4.3%19.7%0.7%0.1%24.9%24.9%-- PHFPHF 0.542 0.500 --0.6250.625 -0.891 -0.842 -0.9260.926 -0.375 0.862 0.945 0.417 0.8890.889 -0.744 0.815 0.643 0.500 0.8410.841 -0.946 LightsLights 0 1 0 0 11 -239 0 122 0 361361 -3 1204 375 5 15871587 -115 513 2 4 634634 -2583 % Lights% Lights 0%50.0%0%0%6.7%6.7%-97.2%0%95.3%0%96.5%96.5%-100%98.7%95.4%100%97.9%97.9%-99.1%97.2%11.1%100%95.2%95.2%-96.5% Articulated TrucksArticulated Trucks 12 1 0 0 1313 -1 0 0 0 11 -0 9 1 0 1010 -0 0 15 0 1515 -39 % Articulated Trucks% Articulated Trucks 92.3%50.0%0%0%86.7%86.7%-0.4%0%0%0%0.3%0.3%-0%0.7%0.3%0%0.6%0.6%-0%0%83.3%0%2.3%2.3%-1.5% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 1 0 0 0 11 -6 0 6 0 1212 -0 7 17 0 2424 -1 15 1 0 1717 -54 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 7.7%0%0%0%6.7%6.7%-2.4%0%4.7%0%3.2%3.2%-0%0.6%4.3%0%1.5%1.5%-0.9%2.8%5.6%0%2.6%2.6%-2.0% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC1. Mustang Drive/Court at SH 26 (Ira E Woods… - TMC Wed Jan 20, 2021 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809087, Location: 32.91909, -97.11909 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Mustang Drive SH 26 (Ira E Woods Avenue)SH 26 (Ira E Woods Avenue) Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2021-01-20 4:30PM 2 1 0 0 33 0 77 0 32 0 109109 0 0 180 63 0 243243 0 33 360 1 0 394394 0 749749 4:45PM 3 0 0 0 33 0 76 1 24 0 101101 0 0 150 61 1 212212 0 40 318 3 0 361361 0 677677 5:00PM 4 0 0 0 44 0 68 2 29 0 9999 0 0 197 65 2 264264 0 35 429 0 1 465465 0 832832 5:15PM 1 3 0 0 44 0 69 0 22 0 9191 0 0 198 56 1 255255 0 39 339 1 0 379379 0 729729 TotalTotal 10 4 0 0 1414 0 290 3 107 0 400400 0 0 725 245 4 974974 0 147 1446 5 1 15991599 0 29872987 % Approach% Approach 71.4%28.6%0%0%---72.5%0.8%26.8%0%---0%74.4%25.2%0.4%---9.2%90.4%0.3%0.1%---- % Total% Total 0.3%0.1%0%0%0.5%0.5%-9.7%0.1%3.6%0%13.4%13.4%-0%24.3%8.2%0.1%32.6%32.6%-4.9%48.4%0.2%0%53.5%53.5%-- PHFPHF 0.625 0.333 --0.8750.875 -0.942 0.375 0.836 -0.9170.917 --0.915 0.942 0.500 0.9220.922 -0.919 0.843 0.417 0.250 0.8600.860 -0.898 LightsLights 3 4 0 0 77 -288 3 106 0 397397 -0 716 239 4 959959 -147 1442 1 1 15911591 -2954 % Lights% Lights 30.0%100%0%0%50.0%50.0%-99.3%100%99.1%0%99.3%99.3%-0%98.8%97.6%100%98.5%98.5%-100%99.7%20.0%100%99.5%99.5%-98.9% Articulated TrucksArticulated Trucks 6 0 0 0 66 -1 0 0 0 11 -0 0 0 0 00 -0 2 3 0 55 -12 % Articulated Trucks% Articulated Trucks 60.0%0%0%0%42.9%42.9%-0.3%0%0%0%0.3%0.3%-0%0%0%0%0%0%-0%0.1%60.0%0%0.3%0.3%-0.4% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 1 0 0 0 11 -1 0 1 0 22 -0 9 6 0 1515 -0 2 1 0 33 -21 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 10.0%0%0%0%7.1%7.1%-0.3%0%0.9%0%0.5%0.5%-0%1.2%2.4%0%1.5%1.5%-0%0.1%20.0%0%0.2%0.2%-0.7% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022, -97.11994 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2021-01-20 7:00AM 2 2 0 44 0 0 1 0 11 0 2 1 0 33 0 88 7:15AM 4 2 0 66 0 0 1 0 11 0 1 2 0 33 0 1010 7:30AM 2 4 0 66 0 0 3 0 33 0 0 0 0 00 0 99 7:45AM 5 3 0 88 0 1 3 0 44 0 1 0 0 11 0 1313 Hourly Total 13 11 0 2424 0 1 8 0 99 0 4 3 0 77 0 4040 8:00AM 2 1 0 33 0 1 1 0 22 0 1 0 0 11 0 66 8:15AM 1 4 0 55 0 0 5 0 55 0 4 0 0 44 0 1414 8:30AM 0 1 0 11 0 1 1 0 22 0 3 0 0 33 0 66 8:45AM 1 3 0 44 0 0 1 0 11 0 1 0 0 11 0 66 Hourly Total 4 9 0 1313 0 2 8 0 1010 0 9 0 0 99 0 3232 4:00PM 0 1 0 11 0 1 1 0 22 0 8 1 0 99 0 1212 4:15PM 1 3 0 44 0 0 0 0 00 0 4 0 0 44 0 88 4:30PM 0 0 0 00 0 0 0 0 00 0 3 1 0 44 0 44 4:45PM 1 1 0 22 0 0 1 0 11 0 2 0 0 22 0 55 Hourly Total 2 5 0 77 0 1 2 0 33 0 17 2 0 1919 0 2929 5:00PM 0 0 0 00 0 2 1 0 33 0 0 0 0 00 0 33 5:15PM 0 1 0 11 0 0 0 0 00 0 2 1 0 33 0 44 5:30PM 0 1 0 11 0 0 1 0 11 0 2 0 0 22 0 44 5:45PM 0 1 0 11 0 0 0 0 00 0 1 0 0 11 0 22 Hourly Total 0 3 0 33 0 2 2 0 44 0 5 1 0 66 0 1313 TotalTotal 19 28 0 4747 0 6 20 0 2626 0 35 6 0 4141 0 114114 % Approach% Approach 40.4%59.6%0%---23.1%76.9%0%---85.4%14.6%0%---- % Total% Total 16.7%24.6%0%41.2%41.2%-5.3%17.5%0%22.8%22.8%-30.7%5.3%0%36.0%36.0%-- LightsLights 1 9 0 1010 -5 2 0 77 -15 6 0 2121 -38 % Lights% Lights 5.3%32.1%0%21.3%21.3%-83.3%10.0%0%26.9%26.9%-42.9%100%0%51.2%51.2%-33.3% Articulated TrucksArticulated Trucks 16 19 0 3535 -0 17 0 1717 -18 0 0 1818 -70 % Articulated Trucks% Articulated Trucks 84.2%67.9%0%74.5%74.5%-0%85.0%0%65.4%65.4%-51.4%0%0%43.9%43.9%-61.4% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 2 0 0 22 -1 1 0 22 -2 0 0 22 -6 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 10.5%0%0%4.3%4.3%-16.7%5.0%0%7.7%7.7%-5.7%0%0%4.9%4.9%-5.3% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 1 of 6 2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022, -97.11994 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2021-01-20 7:30AM 2 4 0 66 0 0 3 0 33 0 0 0 0 00 0 99 7:45AM 5 3 0 88 0 1 3 0 44 0 1 0 0 11 0 1313 8:00AM 2 1 0 33 0 1 1 0 22 0 1 0 0 11 0 66 8:15AM 1 4 0 55 0 0 5 0 55 0 4 0 0 44 0 1414 TotalTotal 10 12 0 2222 0 2 12 0 1414 0 6 0 0 66 0 4242 % Approach% Approach 45.5%54.5%0%---14.3%85.7%0%---100%0%0%---- % Total% Total 23.8%28.6%0%52.4%52.4%-4.8%28.6%0%33.3%33.3%-14.3%0%0%14.3%14.3%-- PHFPHF 0.500 0.750 -0.6880.688 -0.500 0.600 -0.7000.700 -0.375 --0.3750.375 -0.750 LightsLights 1 4 0 55 -1 1 0 22 -1 0 0 11 -8 % Lights% Lights 10.0%33.3%0%22.7%22.7%-50.0%8.3%0%14.3%14.3%-16.7%0%0%16.7%16.7%-19.0% Articulated TrucksArticulated Trucks 7 8 0 1515 -0 11 0 1111 -3 0 0 33 -29 % Articulated Trucks% Articulated Trucks 70.0%66.7%0%68.2%68.2%-0%91.7%0%78.6%78.6%-50.0%0%0%50.0%50.0%-69.0% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 2 0 0 22 -1 0 0 11 -2 0 0 22 -5 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 20.0%0%0%9.1%9.1%-50.0%0%0%7.1%7.1%-33.3%0%0%33.3%33.3%-11.9% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 3 of 6 2. Mustang Court at Southwestern Boulevard - TMC2. Mustang Court at Southwestern Boulevard - TMC Wed Jan 20, 2021 PM Peak (4 PM - 5 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 809088, Location: 32.920022, -97.11994 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Mustang Court Southwestern Boulevard Southwestern Boulevard Direction Westbound Northbound Southbound Time L R U AppApp Ped*T R U AppApp Ped*L T U AppApp Ped*IntInt 2021-01-20 4:00PM 0 1 0 11 0 1 1 0 22 0 8 1 0 99 0 1212 4:15PM 1 3 0 44 0 0 0 0 00 0 4 0 0 44 0 88 4:30PM 0 0 0 00 0 0 0 0 00 0 3 1 0 44 0 44 4:45PM 1 1 0 22 0 0 1 0 11 0 2 0 0 22 0 55 TotalTotal 2 5 0 77 0 1 2 0 33 0 17 2 0 1919 0 2929 % Approach% Approach 28.6%71.4%0%---33.3%66.7%0%---89.5%10.5%0%---- % Total% Total 6.9%17.2%0%24.1%24.1%-3.4%6.9%0%10.3%10.3%-58.6%6.9%0%65.5%65.5%-- PHFPHF 0.500 0.417 -0.4380.438 -0.250 0.500 -0.3750.375 -0.531 0.500 -0.5280.528 -0.604 LightsLights 0 0 0 00 -1 0 0 11 -9 2 0 1111 -12 % Lights% Lights 0%0%0%0%0%-100%0%0%33.3%33.3%-52.9%100%0%57.9%57.9%-41.4% Articulated TrucksArticulated Trucks 2 5 0 77 -0 2 0 22 -8 0 0 88 -17 % Articulated Trucks% Articulated Trucks 100%100%0%100%100%-0%100%0%66.7%66.7%-47.1%0%0%42.1%42.1%-58.6% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 00 -0 0 0 00 -0 0 0 00 -0 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0%0%0%0%0%-0%0%0%0%0%-0%0%0%0%0%-0% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 5 of 6 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2021 Existing Traffic Mustang Business Park TIA 2021 - Existing - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)28 4 0 306 0 159 15 2267 730 123 541 18 Future Volume (vph)28 4 0 306 0 159 15 2267 730 123 541 18 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 0.950 Satd. Flow (prot)902 1267 0 1665 1665 1615 1805 5136 1538 1787 5036 854 Flt Permitted 0.950 0.950 0.950 0.423 0.074 Satd. Flow (perm)902 1267 0 1665 1665 1615 804 5136 1538 139 5036 854 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)168 768 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)100%50%0%3%4%0%0%1%5%1%3%89% Adj. Flow (vph)29 4 0 322 0 167 16 2386 768 129 569 19 Shared Lane Traffic (%)50% Lane Group Flow (vph)29 4 0 161 161 167 16 2386 768 129 569 19 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2021 - Existing - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - AM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)14.0 14.0 28.0 28.0 28.0 15.0 54.0 54.0 24.0 63.0 63.0 Total Split (%)11.7% 11.7%23.3% 23.3% 23.3% 12.5% 45.0% 45.0% 20.0% 52.5% 52.5% Maximum Green (s)8.4 8.4 22.4 22.4 22.4 9.7 48.7 48.7 18.7 57.7 57.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)8.3 8.3 16.8 16.8 16.8 81.1 59.2 59.2 77.9 78.6 78.6 Actuated g/C Ratio 0.07 0.07 0.14 0.14 0.14 0.68 0.49 0.49 0.65 0.66 0.66 v/c Ratio 0.47 0.05 0.69 0.69 0.45 0.03 0.94 0.67 0.37 0.17 0.03 Control Delay 77.8 52.8 63.8 63.8 10.3 3.9 31.7 7.5 28.3 6.5 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 77.8 52.8 63.8 63.8 10.3 3.9 31.7 7.5 28.3 6.5 0.1 LOS E D E E B A C A C A A Approach Delay 74.8 45.5 25.7 10.2 Approach LOS E D C B Queue Length 50th (ft)22 3 126 126 0 2 ~718 101 27 43 0 Queue Length 95th (ft)#62 15 194 194 59 m2 m#753 m124 m102 m55 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)67 95 310 310 438 633 2535 1148 346 3296 601 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.43 0.04 0.52 0.52 0.38 0.03 0.94 0.67 0.37 0.17 0.03 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 25.7 Intersection LOS: C Intersection Capacity Utilization 79.3%ICU Level of Service D Analysis Period (min) 15 Mustang Business Park TIA 2021 - Existing - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - AM Synchro 10 Report Kimley-Horn and Associates Page 3 ~ 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2021 - Existing - AM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 22 0 26 0 4 26 13 0 0 Future Vol, veh/h 0 0 0 22 0 26 0 4 26 13 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, %0 0 0 90 0 67 0 50 92 83 0 0 Mvmt Flow 0 0 0 29 0 35 0 5 35 17 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 35 0 0 1 0 0 77 94 1 97 77 18 Stage 1 ------1 1 - 76 76 - Stage 2 ------ 76 93 - 21 1 - Critical Hdwy 4.1 --5 -- 7.1 7 7.12 7.93 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 6 - 6.93 5.5 - Critical Hdwy Stg 2 ------ 6.1 6 - 6.93 5.5 - Follow-up Hdwy 2.2 -- 3.01 -- 3.5 4.45 4.128 4.247 4 3.3 Pot Cap-1 Maneuver 1589 -- 1195 -- 917 714 871 724 817 1066 Stage 1 ------ 1027 808 - 766 836 - Stage 2 ------ 938 733 - 824 899 - Platoon blocked, %---- Mov Cap-1 Maneuver 1589 -- 1195 -- 900 696 871 678 797 1066 Mov Cap-2 Maneuver ------ 900 696 - 678 797 - Stage 1 ------ 1027 808 - 766 815 - Stage 2 ------ 915 715 - 786 899 - Approach EB WB NB SB HCM Control Delay, s 0 3.7 9.5 10.4 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)843 1589 -- 1195 -- 678 HCM Lane V/C Ratio 0.047 --- 0.025 -- 0.026 HCM Control Delay (s)9.5 0 -- 8.1 0 - 10.4 HCM Lane LOS A A --A A -B HCM 95th %tile Q(veh)0.1 0 -- 0.1 -- 0.1 Mustang Business Park TIA 2021 - Existing - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)30 12 0 457 5 169 6 1019 344 207 2020 7 Future Volume (vph)30 12 0 457 5 169 6 1019 344 207 2020 7 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.953 0.950 0.950 Satd. Flow (prot)1062 1900 0 1698 1704 1599 1805 5136 1583 1805 5187 897 Flt Permitted 0.950 0.950 0.953 0.058 0.157 Satd. Flow (perm)1062 1900 0 1698 1704 1599 110 5136 1583 298 5187 897 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)168 382 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%)70%0%0%1%0%1%0%1%2%0%0%80% Adj. Flow (vph)33 13 0 508 6 188 7 1132 382 230 2244 8 Shared Lane Traffic (%)49% Lane Group Flow (vph)33 13 0 259 255 188 7 1132 382 230 2244 8 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2021 - Existing - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - PM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)17.0 17.0 30.0 30.0 30.0 16.0 50.0 50.0 23.0 57.0 57.0 Total Split (%)14.2% 14.2%25.0% 25.0% 25.0% 13.3% 41.7% 41.7% 19.2% 47.5% 47.5% Maximum Green (s)11.4 11.4 24.4 24.4 24.4 10.7 44.7 44.7 17.7 51.7 51.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)8.8 8.8 22.2 22.2 22.2 76.2 54.3 54.3 72.0 75.0 75.0 Actuated g/C Ratio 0.07 0.07 0.18 0.18 0.18 0.64 0.45 0.45 0.60 0.62 0.62 v/c Ratio 0.42 0.09 0.83 0.81 0.44 0.05 0.49 0.41 0.57 0.69 0.01 Control Delay 68.8 51.8 68.6 66.8 11.6 10.7 17.9 2.7 8.8 9.3 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.8 51.8 68.6 66.8 11.6 10.7 17.9 2.7 8.8 9.3 0.0 LOS E D E E B B B A A A A Approach Delay 64.0 52.7 14.0 9.2 Approach LOS E D B A Queue Length 50th (ft)25 10 200 196 13 2 178 17 65 98 0 Queue Length 95th (ft)59 30 #324 #314 77 m5 m206 m36 m48 m51 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)100 180 345 346 458 221 2323 925 401 3240 606 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.33 0.07 0.75 0.74 0.41 0.03 0.49 0.41 0.57 0.69 0.01 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 76.2%ICU Level of Service D Analysis Period (min) 15 Mustang Business Park TIA 2021 - Existing - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - PM Synchro 10 Report Kimley-Horn and Associates Page 3 # 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. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2021 - Existing - PM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2021 - Existing - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 6 0 15 0 3 6 50 6 0 Future Vol, veh/h 0 0 0 6 0 15 0 3 6 50 6 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 60 60 60 60 60 60 60 60 60 60 60 60 Heavy Vehicles, %0 0 0 100 0 100 0 0 100 47 0 0 Mvmt Flow 0 0 0 10 0 25 0 5 10 83 10 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 25 0 0 2 0 0 40 47 2 43 35 13 Stage 1 ------2 2 - 33 33 - Stage 2 ------ 38 45 - 10 2 - Critical Hdwy 4.1 -- 5.1 -- 7.1 6.5 7.2 7.57 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 5.5 - 6.57 5.5 - Critical Hdwy Stg 2 ------ 6.1 5.5 - 6.57 5.5 - Follow-up Hdwy 2.2 -- 3.1 -- 3.5 4 4.2 3.923 4 3.3 Pot Cap-1 Maneuver 1603 -- 1159 -- 969 849 855 858 861 1073 Stage 1 ------ 1026 898 - 880 872 - Stage 2 ------ 982 861 - 906 898 - Platoon blocked, %---- Mov Cap-1 Maneuver 1603 -- 1159 -- 953 841 855 838 853 1073 Mov Cap-2 Maneuver ------ 953 841 - 838 853 - Stage 1 ------ 1026 898 - 880 864 - Stage 2 ------ 962 853 - 890 898 - Approach EB WB NB SB HCM Control Delay, s 0 2.3 9.3 9.8 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)850 1603 -- 1159 -- 840 HCM Lane V/C Ratio 0.018 --- 0.009 -- 0.111 HCM Control Delay (s)9.3 0 -- 8.1 0 - 9.8 HCM Lane LOS A A --A A -A HCM 95th %tile Q(veh)0.1 0 --0 -- 0.4 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2023 Background Traffic Mustang Business Park TIA 2023 - Background - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)31 4 0 337 0 175 17 2499 805 136 596 20 Future Volume (vph)31 4 0 337 0 175 17 2499 805 136 596 20 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 0.950 Satd. Flow (prot)1770 1863 0 1681 1681 1583 1770 5085 1583 1770 5085 1583 Flt Permitted 0.950 0.950 0.950 0.394 0.070 Satd. Flow (perm)1770 1863 0 1681 1681 1583 734 5085 1583 130 5085 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)168 821 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)33 4 0 355 0 184 18 2631 847 143 627 21 Shared Lane Traffic (%)50% Lane Group Flow (vph)33 4 0 177 178 184 18 2631 847 143 627 21 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Permitted Phases 3 6 2 2 6 Mustang Business Park TIA 2023 - Background - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)14.0 14.0 27.0 27.0 27.0 15.0 58.0 58.0 21.0 64.0 64.0 Total Split (%)11.7% 11.7%22.5% 22.5% 22.5% 12.5% 48.3% 48.3% 17.5% 53.3% 53.3% Maximum Green (s)8.4 8.4 21.4 21.4 21.4 9.7 52.7 52.7 15.7 58.7 58.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)7.3 7.3 17.6 17.6 17.6 81.1 62.2 62.2 77.9 78.5 78.5 Actuated g/C Ratio 0.06 0.06 0.15 0.15 0.15 0.68 0.52 0.52 0.65 0.65 0.65 v/c Ratio 0.31 0.04 0.72 0.72 0.49 0.03 1.00 0.70 0.48 0.19 0.02 Control Delay 61.2 53.0 64.7 65.0 13.1 3.8 32.7 8.0 33.4 6.4 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 61.2 53.0 64.7 65.0 13.1 3.8 32.7 8.0 33.4 6.4 0.1 LOS E D E E B A C A C A A Approach Delay 60.3 47.2 26.6 11.1 Approach LOS E D C B Queue Length 50th (ft)25 3 137 138 11 2 ~834 110 39 48 0 Queue Length 95th (ft)59 15 214 215 75 m2 m#695 m100 m117 m59 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)123 130 299 299 420 587 2636 1216 298 3327 1078 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.03 0.59 0.60 0.44 0.03 1.00 0.70 0.48 0.19 0.02 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.00 Intersection Signal Delay: 26.6 Intersection LOS: C Intersection Capacity Utilization 85.3%ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Mustang Business Park TIA 2023 - Background - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 3 Queue shown is maximum after two cycles. # 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. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2023 - Background - AM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 24 0 29 0 4 29 14 0 0 Future Vol, veh/h 0 0 0 24 0 29 0 4 29 14 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 0 32 0 39 0 5 39 19 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 39 0 0 1 0 0 85 104 1 107 85 20 Stage 1 ------1 1 - 84 84 - Stage 2 ------ 84 103 - 23 1 - Critical Hdwy 4.12 -- 4.12 -- 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------ 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------ 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 -- 2.218 -- 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1571 -- 1622 -- 901 786 1084 872 805 1058 Stage 1 ------ 1022 895 - 924 825 - Stage 2 ------ 924 810 - 995 895 - Platoon blocked, %---- Mov Cap-1 Maneuver 1571 -- 1622 -- 887 770 1084 824 789 1058 Mov Cap-2 Maneuver ------ 887 770 - 824 789 - Stage 1 ------ 1022 895 - 924 809 - Stage 2 ------ 906 794 - 954 895 - Approach EB WB NB SB HCM Control Delay, s 0 3.3 8.6 9.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)1033 1571 -- 1622 -- 824 HCM Lane V/C Ratio 0.043 --- 0.02 -- 0.023 HCM Control Delay (s)8.6 0 -- 7.3 0 - 9.5 HCM Lane LOS A A --A A -A HCM 95th %tile Q(veh)0.1 0 -- 0.1 -- 0.1 Mustang Business Park TIA 2023 - Background - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)33 13 0 504 6 186 7 1123 379 228 2227 8 Future Volume (vph)33 13 0 504 6 186 7 1123 379 228 2227 8 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.954 0.950 0.950 Satd. Flow (prot)1062 1900 0 1698 1705 1599 1805 5136 1583 1805 5187 897 Flt Permitted 0.950 0.950 0.954 0.061 0.117 Satd. Flow (perm)1062 1900 0 1698 1705 1599 116 5136 1583 222 5187 897 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)168 421 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%)70%0%0%1%0%1%0%1%2%0%0%80% Adj. Flow (vph)37 14 0 560 7 207 8 1248 421 253 2474 9 Shared Lane Traffic (%)49% Lane Group Flow (vph)37 14 0 286 281 207 8 1248 421 253 2474 9 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2023 - Background - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)17.0 17.0 30.0 30.0 30.0 16.0 50.0 50.0 23.0 57.0 57.0 Total Split (%)14.2% 14.2%25.0% 25.0% 25.0% 13.3% 41.7% 41.7% 19.2% 47.5% 47.5% Maximum Green (s)11.4 11.4 24.4 24.4 24.4 10.7 44.7 44.7 17.7 51.7 51.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)9.1 9.1 23.0 23.0 23.0 72.5 50.6 50.6 68.3 71.3 71.3 Actuated g/C Ratio 0.08 0.08 0.19 0.19 0.19 0.60 0.42 0.42 0.57 0.59 0.59 v/c Ratio 0.46 0.10 0.88 0.86 0.47 0.05 0.58 0.46 0.70 0.80 0.02 Control Delay 70.7 51.7 74.1 71.5 13.8 10.7 19.9 2.8 13.2 14.5 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.7 51.7 74.1 71.5 13.8 10.7 19.9 2.8 13.2 14.5 0.0 LOS E D E E B B B A B B A Approach Delay 65.5 57.0 15.5 14.3 Approach LOS E E B B Queue Length 50th (ft)28 10 225 220 25 2 197 16 100 168 0 Queue Length 95th (ft)64 31 #375 #366 95 m5 m218 m33 m55 m48 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)100 180 345 346 458 221 2165 910 359 3080 582 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.08 0.83 0.81 0.45 0.04 0.58 0.46 0.70 0.80 0.02 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 21.5 Intersection LOS: C Intersection Capacity Utilization 81.5%ICU Level of Service D Analysis Period (min) 15 Mustang Business Park TIA 2023 - Background - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 3 # 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. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2023 - Background - PM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 7.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 7 0 17 0 3 7 55 7 0 Future Vol, veh/h 0 0 0 7 0 17 0 3 7 55 7 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 60 60 60 60 60 60 60 60 60 60 60 60 Heavy Vehicles, %0 0 0 100 0 100 0 0 100 47 0 0 Mvmt Flow 0 0 0 12 0 28 0 5 12 92 12 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 28 0 0 2 0 0 46 54 2 49 40 14 Stage 1 ------2 2 - 38 38 - Stage 2 ------ 44 52 - 11 2 - Critical Hdwy 4.1 -- 5.1 -- 7.1 6.5 7.2 7.57 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 5.5 - 6.57 5.5 - Critical Hdwy Stg 2 ------ 6.1 5.5 - 6.57 5.5 - Follow-up Hdwy 2.2 -- 3.1 -- 3.5 4 4.2 3.923 4 3.3 Pot Cap-1 Maneuver 1599 -- 1159 -- 961 841 855 850 856 1072 Stage 1 ------ 1026 898 - 874 867 - Stage 2 ------ 975 856 - 905 898 - Platoon blocked, %---- Mov Cap-1 Maneuver 1599 -- 1159 -- 943 832 855 828 847 1072 Mov Cap-2 Maneuver ------ 943 832 - 828 847 - Stage 1 ------ 1026 898 - 874 857 - Stage 2 ------ 951 847 - 888 898 - Approach EB WB NB SB HCM Control Delay, s 0 2.4 9.3 10 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)848 1599 -- 1159 -- 830 HCM Lane V/C Ratio 0.02 --- 0.01 -- 0.124 HCM Control Delay (s)9.3 0 -- 8.1 0 - 10 HCM Lane LOS A A --A A -B HCM 95th %tile Q(veh)0.1 0 --0 -- 0.4 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2023 Background Plus Site Traffic Mustang Business Park TIA 2023 - Background + Site - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)38 9 3 337 18 175 27 2499 805 136 596 43 Future Volume (vph)38 9 3 337 18 175 27 2499 805 136 596 43 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.962 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.957 0.950 0.950 Satd. Flow (prot)976 1409 0 1665 1649 1615 1687 5136 1538 1787 5036 1062 Flt Permitted 0.950 0.950 0.957 0.390 0.071 Satd. Flow (perm)976 1409 0 1665 1649 1615 693 5136 1538 134 5036 1062 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)3 168 809 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)85%33%20%3%20%0%7%1%5%1%3%52% Adj. Flow (vph)40 9 3 355 19 184 28 2631 847 143 627 45 Shared Lane Traffic (%)47% Lane Group Flow (vph)40 12 0 188 186 184 28 2631 847 143 627 45 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2023 - Background + Site - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)14.0 14.0 27.0 27.0 27.0 15.0 59.0 59.0 20.0 64.0 64.0 Total Split (%)11.7% 11.7%22.5% 22.5% 22.5% 12.5% 49.2% 49.2% 16.7% 53.3% 53.3% Maximum Green (s)8.4 8.4 21.4 21.4 21.4 9.7 53.7 53.7 14.7 58.7 58.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)8.3 8.3 18.1 18.1 18.1 76.3 59.4 59.4 74.1 72.2 72.2 Actuated g/C Ratio 0.07 0.07 0.15 0.15 0.15 0.64 0.50 0.50 0.62 0.60 0.60 v/c Ratio 0.60 0.12 0.75 0.75 0.48 0.06 1.03 0.72 0.50 0.21 0.07 Control Delay 88.8 47.0 67.1 67.1 12.7 4.0 44.8 8.5 35.0 7.7 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 88.8 47.0 67.1 67.1 12.7 4.0 44.8 8.5 35.0 7.7 0.2 LOS F D E E B A D A C A A Approach Delay 79.1 49.2 35.7 12.0 Approach LOS E D D B Queue Length 50th (ft)30 7 146 144 11 3 ~858 107 43 47 0 Queue Length 95th (ft)#85 27 229 226 75 m3 m#351 m97 m116 m57 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)71 106 296 294 426 530 2544 1170 285 3031 688 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.56 0.11 0.64 0.63 0.43 0.05 1.03 0.72 0.50 0.21 0.07 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 33.8 Intersection LOS: C Intersection Capacity Utilization 85.8%ICU Level of Service E Analysis Period (min) 15 Mustang Business Park TIA 2023 - Background + Site - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 3 ~ 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2023 - Background + Site - AM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 4.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 0 24 50 29 0 4 29 14 0 0 Future Vol, veh/h 0 15 0 24 50 29 0 4 29 14 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, %0 20 0 90 20 67 0 50 92 83 0 0 Mvmt Flow 0 20 0 32 67 39 0 5 39 19 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 106 0 0 20 0 0 171 190 20 193 171 87 Stage 1 ------ 20 20 - 151 151 - Stage 2 ------ 151 170 - 42 20 - Critical Hdwy 4.1 --5 -- 7.1 7 7.12 7.93 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 6 - 6.93 5.5 - Critical Hdwy Stg 2 ------ 6.1 6 - 6.93 5.5 - Follow-up Hdwy 2.2 -- 3.01 -- 3.5 4.45 4.128 4.247 4 3.3 Pot Cap-1 Maneuver 1498 -- 1173 -- 797 627 848 620 726 977 Stage 1 ------ 1004 792 - 692 776 - Stage 2 ------ 856 676 - 801 883 - Platoon blocked, %---- Mov Cap-1 Maneuver 1498 -- 1173 -- 779 609 848 575 705 977 Mov Cap-2 Maneuver ------ 779 609 - 575 705 - Stage 1 ------ 1004 792 - 692 753 - Stage 2 ------ 831 656 - 759 883 - Approach EB WB NB SB HCM Control Delay, s 0 1.9 9.7 11.5 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)809 1498 -- 1173 -- 575 HCM Lane V/C Ratio 0.054 --- 0.027 -- 0.032 HCM Control Delay (s)9.7 0 -- 8.2 0 - 11.5 HCM Lane LOS A A --A A -B HCM 95th %tile Q(veh)0.2 0 -- 0.1 -- 0.1 Mustang Business Park TIA 2023 - Background + Site - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)56 31 10 504 12 186 11 1123 379 228 2227 16 Future Volume (vph)56 31 10 504 12 186 11 1123 379 228 2227 16 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.963 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.954 0.950 0.950 Satd. Flow (prot)1211 1606 0 1698 1698 1599 1687 5136 1583 1805 5187 1077 Flt Permitted 0.950 0.950 0.954 0.063 0.118 Satd. Flow (perm)1211 1606 0 1698 1698 1599 112 5136 1583 224 5187 1077 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)11 168 421 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%)49%12%20%1%10%1%7%1%2%0%0%50% Adj. Flow (vph)62 34 11 560 13 207 12 1248 421 253 2474 18 Shared Lane Traffic (%)49% Lane Group Flow (vph)62 45 0 286 287 207 12 1248 421 253 2474 18 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2023 - Background + Site - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)17.0 17.0 30.0 30.0 30.0 16.0 50.0 50.0 23.0 57.0 57.0 Total Split (%)14.2% 14.2%25.0% 25.0% 25.0% 13.3% 41.7% 41.7% 19.2% 47.5% 47.5% Maximum Green (s)11.4 11.4 24.4 24.4 24.4 10.7 44.7 44.7 17.7 51.7 51.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)9.9 9.9 23.1 23.1 23.1 70.7 49.8 49.8 67.5 68.2 68.2 Actuated g/C Ratio 0.08 0.08 0.19 0.19 0.19 0.59 0.42 0.42 0.56 0.57 0.57 v/c Ratio 0.62 0.31 0.88 0.88 0.47 0.08 0.59 0.47 0.70 0.84 0.03 Control Delay 78.8 47.0 73.8 74.3 13.8 11.0 20.3 2.8 13.2 14.8 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 78.8 47.0 73.8 74.3 13.8 11.0 20.3 2.8 13.2 14.8 0.0 LOS E D E E B B C A B B A Approach Delay 65.4 58.1 15.8 14.5 Approach LOS E E B B Queue Length 50th (ft)47 25 225 226 25 3 198 16 99 168 0 Queue Length 95th (ft)#101 63 #375 #378 95 m7 m218 m32 m54 m48 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)115 162 345 345 458 208 2133 903 359 2946 664 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.54 0.28 0.83 0.83 0.45 0.06 0.59 0.47 0.70 0.84 0.03 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 22.4 Intersection LOS: C Intersection Capacity Utilization 81.6%ICU Level of Service D Analysis Period (min) 15 Mustang Business Park TIA 2023 - Background + Site - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 3 # 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. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2023 - Background + Site - PM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2023 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 50 0 7 18 17 0 3 7 55 7 0 Future Vol, veh/h 0 50 0 7 18 17 0 3 7 55 7 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 60 60 60 60 60 60 60 60 60 60 60 60 Heavy Vehicles, %0 20 0 100 20 100 0 0 100 47 0 0 Mvmt Flow 0 83 0 12 30 28 0 5 12 92 12 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 58 0 0 83 0 0 157 165 83 160 151 44 Stage 1 ------ 83 83 - 68 68 - Stage 2 ------ 74 82 - 92 83 - Critical Hdwy 4.1 -- 5.1 -- 7.1 6.5 7.2 7.57 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 5.5 - 6.57 5.5 - Critical Hdwy Stg 2 ------ 6.1 5.5 - 6.57 5.5 - Follow-up Hdwy 2.2 -- 3.1 -- 3.5 4 4.2 3.923 4 3.3 Pot Cap-1 Maneuver 1559 -- 1070 -- 814 731 762 714 744 1032 Stage 1 ------ 930 830 - 841 842 - Stage 2 ------ 940 831 - 815 830 - Platoon blocked, %---- Mov Cap-1 Maneuver 1559 -- 1070 -- 797 722 762 693 735 1032 Mov Cap-2 Maneuver ------ 797 722 - 693 735 - Stage 1 ------ 930 830 - 841 832 - Stage 2 ------ 916 821 - 798 830 - Approach EB WB NB SB HCM Control Delay, s 0 1.4 9.9 11.1 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)750 1559 -- 1070 -- 698 HCM Lane V/C Ratio 0.022 --- 0.011 -- 0.148 HCM Control Delay (s)9.9 0 -- 8.4 0 - 11.1 HCM Lane LOS A A --A A -B HCM 95th %tile Q(veh)0.1 0 --0 -- 0.5 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2028 Background Traffic Mustang Business Park TIA 2028 - Background - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)36 5 0 391 0 203 19 2897 933 157 691 23 Future Volume (vph)36 5 0 391 0 203 19 2897 933 157 691 23 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 0.950 Satd. Flow (prot)902 1267 0 1665 1665 1615 1805 5136 1538 1787 5036 854 Flt Permitted 0.950 0.950 0.950 0.349 0.064 Satd. Flow (perm)902 1267 0 1665 1665 1615 663 5136 1538 120 5036 854 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)168 830 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)100%50%0%3%4%0%0%1%5%1%3%89% Adj. Flow (vph)38 5 0 412 0 214 20 3049 982 165 727 24 Shared Lane Traffic (%)50% Lane Group Flow (vph)38 5 0 206 206 214 20 3049 982 165 727 24 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2028 - Background - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)17.0 17.0 22.0 22.0 22.0 15.0 66.0 66.0 15.0 66.0 66.0 Total Split (%)14.2% 14.2%18.3% 18.3% 18.3% 12.5% 55.0% 55.0% 12.5% 55.0% 55.0% Maximum Green (s)11.4 11.4 16.4 16.4 16.4 9.7 60.7 60.7 9.7 60.7 60.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)9.3 9.3 16.3 16.3 16.3 80.7 67.8 67.8 77.5 78.1 78.1 Actuated g/C Ratio 0.08 0.08 0.14 0.14 0.14 0.67 0.56 0.56 0.65 0.65 0.65 v/c Ratio 0.54 0.05 0.92 0.92 0.59 0.04 1.05 0.80 0.78 0.22 0.04 Control Delay 80.3 50.8 93.2 93.2 19.8 3.6 46.1 13.4 56.0 6.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.3 50.8 93.2 93.2 19.8 3.6 46.1 13.4 56.0 6.2 0.1 LOS F D F F B A D B E A A Approach Delay 76.9 68.1 37.9 15.0 Approach LOS E E D B Queue Length 50th (ft)29 4 167 167 32 2 ~998 229 81 56 0 Queue Length 95th (ft)67 17 #318 #318 111 m2 m285 m71 m#167 m67 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)85 120 227 227 365 545 2903 1230 212 3278 598 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.04 0.91 0.91 0.59 0.04 1.05 0.80 0.78 0.22 0.04 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 37.9 Intersection LOS: D Intersection Capacity Utilization 95.7%ICU Level of Service F Analysis Period (min) 15 Mustang Business Park TIA 2028 - Background - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 3 ~ 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2028 - Background - AM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 28 0 33 0 5 33 17 0 0 Future Vol, veh/h 0 0 0 28 0 33 0 5 33 17 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, %0 0 0 90 0 67 0 50 92 83 0 0 Mvmt Flow 0 0 0 37 0 44 0 7 44 23 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 44 0 0 1 0 0 97 119 1 123 97 22 Stage 1 ------1 1 - 96 96 - Stage 2 ------ 96 118 - 27 1 - Critical Hdwy 4.1 --5 -- 7.1 7 7.12 7.93 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 6 - 6.93 5.5 - Critical Hdwy Stg 2 ------ 6.1 6 - 6.93 5.5 - Follow-up Hdwy 2.2 -- 3.01 -- 3.5 4.45 4.128 4.247 4 3.3 Pot Cap-1 Maneuver 1577 -- 1195 -- 890 690 871 695 797 1061 Stage 1 ------ 1027 808 - 745 819 - Stage 2 ------ 916 714 - 818 899 - Platoon blocked, %---- Mov Cap-1 Maneuver 1577 -- 1195 -- 869 668 871 639 771 1061 Mov Cap-2 Maneuver ------ 869 668 - 639 771 - Stage 1 ------ 1027 808 - 745 793 - Stage 2 ------ 887 691 - 770 899 - Approach EB WB NB SB HCM Control Delay, s 0 3.7 9.6 10.8 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)838 1577 -- 1195 -- 639 HCM Lane V/C Ratio 0.06 --- 0.031 -- 0.035 HCM Control Delay (s)9.6 0 -- 8.1 0 - 10.8 HCM Lane LOS A A --A A -B HCM 95th %tile Q(veh)0.2 0 -- 0.1 -- 0.1 Mustang Business Park TIA 2028 - Background - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)38 15 0 584 6 216 8 1302 440 265 2582 9 Future Volume (vph)38 15 0 584 6 216 8 1302 440 265 2582 9 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.953 0.950 0.950 Satd. Flow (prot)1062 1900 0 1698 1703 1599 1805 5136 1583 1805 5187 897 Flt Permitted 0.950 0.950 0.953 0.062 0.092 Satd. Flow (perm)1062 1900 0 1698 1703 1599 118 5136 1583 175 5187 897 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)168 489 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%)70%0%0%1%0%1%0%1%2%0%0%80% Adj. Flow (vph)42 17 0 649 7 240 9 1447 489 294 2869 10 Shared Lane Traffic (%)49% Lane Group Flow (vph)42 17 0 331 325 240 9 1447 489 294 2869 10 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2028 - Background - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)17.0 17.0 30.0 30.0 30.0 16.0 50.0 50.0 23.0 57.0 57.0 Total Split (%)14.2% 14.2%25.0% 25.0% 25.0% 13.3% 41.7% 41.7% 19.2% 47.5% 47.5% Maximum Green (s)11.4 11.4 24.4 24.4 24.4 10.7 44.7 44.7 17.7 51.7 51.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)9.3 9.3 24.4 24.4 24.4 71.0 49.0 49.0 66.7 69.7 69.7 Actuated g/C Ratio 0.08 0.08 0.20 0.20 0.20 0.59 0.41 0.41 0.56 0.58 0.58 v/c Ratio 0.52 0.12 0.96 0.94 0.52 0.06 0.69 0.52 0.87 0.95 0.02 Control Delay 74.4 52.0 87.1 82.9 18.1 10.4 21.6 2.7 19.1 23.9 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 74.4 52.0 87.1 82.9 18.1 10.4 21.6 2.7 19.1 23.9 0.0 LOS E D F F B B C A B C A Approach Delay 67.9 67.1 16.8 23.4 Approach LOS E E B C Queue Length 50th (ft)32 12 269 263 47 3 230 19 149 289 0 Queue Length 95th (ft)70 36 #464 #449 129 m4 m249 m26 m64 m49 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)100 180 345 346 458 221 2098 936 337 3013 572 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.09 0.96 0.94 0.52 0.04 0.69 0.52 0.87 0.95 0.02 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 28.2 Intersection LOS: C Intersection Capacity Utilization 90.6%ICU Level of Service E Analysis Period (min) 15 Mustang Business Park TIA 2028 - Background - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 3 # 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. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2028 - Background - PM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 8 0 19 0 4 8 64 8 0 Future Vol, veh/h 0 0 0 8 0 19 0 4 8 64 8 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 60 60 60 60 60 60 60 60 60 60 60 60 Heavy Vehicles, %0 0 0 100 0 100 0 0 100 47 0 0 Mvmt Flow 0 0 0 13 0 32 0 7 13 107 13 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 32 0 0 2 0 0 51 60 2 54 44 16 Stage 1 ------2 2 - 42 42 - Stage 2 ------ 49 58 - 12 2 - Critical Hdwy 4.1 -- 5.1 -- 7.1 6.5 7.2 7.57 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 5.5 - 6.57 5.5 - Critical Hdwy Stg 2 ------ 6.1 5.5 - 6.57 5.5 - Follow-up Hdwy 2.2 -- 3.1 -- 3.5 4 4.2 3.923 4 3.3 Pot Cap-1 Maneuver 1593 -- 1159 -- 953 835 855 844 852 1069 Stage 1 ------ 1026 898 - 870 864 - Stage 2 ------ 969 851 - 904 898 - Platoon blocked, %---- Mov Cap-1 Maneuver 1593 -- 1159 -- 934 826 855 819 843 1069 Mov Cap-2 Maneuver ------ 934 826 - 819 843 - Stage 1 ------ 1026 898 - 870 854 - Stage 2 ------ 943 842 - 883 898 - Approach EB WB NB SB HCM Control Delay, s 0 2.4 9.4 10.1 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)845 1593 -- 1159 -- 822 HCM Lane V/C Ratio 0.024 --- 0.012 -- 0.146 HCM Control Delay (s)9.4 0 -- 8.1 0 - 10.1 HCM Lane LOS A A --A A -B HCM 95th %tile Q(veh)0.1 0 --0 -- 0.5 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2028 Background Plus Site Traffic Mustang Business Park TIA 2028 - Background + Site - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)43 10 3 391 18 203 29 2897 933 157 691 46 Future Volume (vph)43 10 3 391 18 203 29 2897 933 157 691 46 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.968 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.956 0.950 0.950 Satd. Flow (prot)965 1396 0 1665 1651 1615 1687 5136 1538 1787 5036 1042 Flt Permitted 0.950 0.950 0.956 0.346 0.063 Satd. Flow (perm)965 1396 0 1665 1651 1615 614 5136 1538 119 5036 1042 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)3 168 825 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%)87%35%20%3%20%0%7%1%5%1%3%55% Adj. Flow (vph)45 11 3 412 19 214 31 3049 982 165 727 48 Shared Lane Traffic (%)48% Lane Group Flow (vph)45 14 0 214 217 214 31 3049 982 165 727 48 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2028 - Background + Site - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)16.0 16.0 22.0 22.0 22.0 15.0 69.0 69.0 13.0 67.0 67.0 Total Split (%)13.3% 13.3%18.3% 18.3% 18.3% 12.5% 57.5% 57.5% 10.8% 55.8% 55.8% Maximum Green (s)10.4 10.4 16.4 16.4 16.4 9.7 63.7 63.7 7.7 61.7 61.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)9.2 9.2 16.4 16.4 16.4 77.0 67.2 67.2 74.9 73.0 73.0 Actuated g/C Ratio 0.08 0.08 0.14 0.14 0.14 0.64 0.56 0.56 0.62 0.61 0.61 v/c Ratio 0.62 0.13 0.94 0.96 0.59 0.07 1.06 0.80 0.91 0.24 0.07 Control Delay 87.2 46.0 98.4 103.5 19.7 3.6 48.2 12.9 75.5 7.6 0.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 87.2 46.0 98.4 103.5 19.7 3.6 48.2 12.9 75.5 7.6 0.2 LOS F D F F B A D B E A A Approach Delay 77.4 74.0 39.3 19.1 Approach LOS E E D B Queue Length 50th (ft)34 8 174 177 32 3 ~972 217 79 68 0 Queue Length 95th (ft)#86 30 #334 #343 111 m3 m261 m61 m#185 m83 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)83 123 227 225 365 489 2876 1224 181 3062 681 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.54 0.11 0.94 0.96 0.59 0.06 1.06 0.80 0.91 0.24 0.07 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 40.3 Intersection LOS: D Intersection Capacity Utilization 96.1%ICU Level of Service F Analysis Period (min) 15 Mustang Business Park TIA 2028 - Background + Site - AM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 3 ~ 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2028 - Background + Site - AM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - AM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 0 28 50 33 0 5 33 17 0 0 Future Vol, veh/h 0 15 0 28 50 33 0 5 33 17 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, %0 20 0 90 20 67 0 50 92 83 0 0 Mvmt Flow 0 20 0 37 67 44 0 7 44 23 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 111 0 0 20 0 0 183 205 20 209 183 89 Stage 1 ------ 20 20 - 163 163 - Stage 2 ------ 163 185 - 46 20 - Critical Hdwy 4.1 --5 -- 7.1 7 7.12 7.93 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 6 - 6.93 5.5 - Critical Hdwy Stg 2 ------ 6.1 6 - 6.93 5.5 - Follow-up Hdwy 2.2 -- 3.01 -- 3.5 4.45 4.128 4.247 4 3.3 Pot Cap-1 Maneuver 1492 -- 1173 -- 783 615 848 604 715 975 Stage 1 ------ 1004 792 - 681 767 - Stage 2 ------ 844 665 - 797 883 - Platoon blocked, %---- Mov Cap-1 Maneuver 1492 -- 1173 -- 763 594 848 553 691 975 Mov Cap-2 Maneuver ------ 763 594 - 553 691 - Stage 1 ------ 1004 792 - 681 741 - Stage 2 ------ 815 642 - 749 883 - Approach EB WB NB SB HCM Control Delay, s 0 2.1 9.8 11.8 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)803 1492 -- 1173 -- 553 HCM Lane V/C Ratio 0.063 --- 0.032 -- 0.041 HCM Control Delay (s)9.8 0 -- 8.2 0 - 11.8 HCM Lane LOS A A --A A -B HCM 95th %tile Q(veh)0.2 0 -- 0.1 -- 0.1 Mustang Business Park TIA 2028 - Background + Site - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)61 33 10 584 12 216 12 1302 440 265 2582 17 Future Volume (vph)61 33 10 584 12 216 12 1302 440 265 2582 17 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 0 0 50 400 600 435 375 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft)25 25 125 120 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 1.00 0.91 1.00 1.00 0.91 1.00 Frt 0.966 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.954 0.950 0.950 Satd. Flow (prot)1195 1623 0 1698 1699 1599 1687 5136 1583 1805 5187 1062 Flt Permitted 0.950 0.950 0.954 0.064 0.091 Satd. Flow (perm)1195 1623 0 1698 1699 1599 114 5136 1583 173 5187 1062 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)10 168 489 123 Link Speed (mph)35 35 45 45 Link Distance (ft)339 734 2698 4576 Travel Time (s)6.6 14.3 40.9 69.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%)51%11%20%1%10%1%7%1%2%0%0%52% Adj. Flow (vph)68 37 11 649 13 240 13 1447 489 294 2869 19 Shared Lane Traffic (%)49% Lane Group Flow (vph)68 48 0 331 331 240 13 1447 489 294 2869 19 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft)12 12 24 24 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 15 9 15 9 15 9 Number of Detectors 1 2 1 2 1 1 2 1 1 2 1 Detector Template Left Thru Left Thru Right Left Thru Right Left Thru Right Leading Detector (ft)20 100 20 100 20 20 100 20 20 100 20 Trailing Detector (ft)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 Detector 1 Size(ft)20 6 20 6 20 20 6 20 20 6 20 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 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 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 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 Detector 2 Position(ft)94 94 94 94 Detector 2 Size(ft)6 6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 0.0 Turn Type Split NA Split NA Perm D.P+P NA Perm D.P+P NA Perm Protected Phases 4 4 3 3 5 2 1 6 Mustang Business Park TIA 2028 - Background + Site - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 3 6 2 2 6 Detector Phase 4 4 3 3 3 5 2 2 1 6 6 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 15.0 15.0 5.0 15.0 15.0 Minimum Split (s)41.6 41.6 41.6 41.6 41.6 23.3 26.3 26.3 10.3 38.3 38.3 Total Split (s)17.0 17.0 30.0 30.0 30.0 16.0 50.0 50.0 23.0 57.0 57.0 Total Split (%)14.2% 14.2%25.0% 25.0% 25.0% 13.3% 41.7% 41.7% 19.2% 47.5% 47.5% Maximum Green (s)11.4 11.4 24.4 24.4 24.4 10.7 44.7 44.7 17.7 51.7 51.7 Yellow Time (s)3.6 3.6 3.6 3.6 3.6 4.3 4.3 4.3 4.3 4.3 4.3 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.6 5.6 5.6 5.6 5.6 5.3 5.3 5.3 5.3 5.3 5.3 Lead/Lag Lag Lag Lead Lead Lead Lead Lead Lead Lag Lag Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s)3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Max Max None C-Max C-Max Walk Time (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Flash Dont Walk (s)32.0 32.0 32.0 32.0 32.0 17.0 17.0 29.0 29.0 Pedestrian Calls (#/hr)0 0 0 0 0 0 0 0 0 Act Effct Green (s)10.2 10.2 24.4 24.4 24.4 69.2 48.4 48.4 66.1 66.7 66.7 Actuated g/C Ratio 0.08 0.08 0.20 0.20 0.20 0.58 0.40 0.40 0.55 0.56 0.56 v/c Ratio 0.67 0.33 0.96 0.96 0.52 0.09 0.70 0.53 0.88 1.00 0.03 Control Delay 83.7 48.6 87.1 87.1 18.1 10.8 22.0 2.8 19.4 26.7 0.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.7 48.6 87.1 87.1 18.1 10.8 22.0 2.8 19.4 26.7 0.0 LOS F D F F B B C A B C A Approach Delay 69.2 68.7 17.1 25.9 Approach LOS E E B C Queue Length 50th (ft)51 28 269 269 47 4 230 19 150 290 0 Queue Length 95th (ft)#115 67 #464 #464 129 m7 m249 m26 m64 m48 m0 Internal Link Dist (ft)259 654 2618 4496 Turn Bay Length (ft)180 50 400 600 435 375 Base Capacity (vph)113 163 345 345 458 207 2069 929 335 2881 644 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.29 0.96 0.96 0.52 0.06 0.70 0.53 0.88 1.00 0.03 Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 72 (60%), Referenced to phase 6:NBSB, Start of Yellow Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.00 Intersection Signal Delay: 30.2 Intersection LOS: C Intersection Capacity Utilization 90.7%ICU Level of Service E Analysis Period (min) 15 Mustang Business Park TIA 2028 - Background + Site - PM Lanes, Volumes, Timings 2: SH 26 & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 3 # 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. Splits and Phases: 2: SH 26 & Mustang Mustang Business Park TIA 2028 - Background + Site - PM HCM 6th TWSC 1: Southwestern & Mustang Mustang Business Park TIA 01/20/2021 2028 - Background + Site - PM Synchro 10 Report Kimley-Horn and Associates Page 1 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 50 0 8 18 19 0 4 8 64 8 0 Future Vol, veh/h 0 50 0 8 18 19 0 4 8 64 8 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 60 60 60 60 60 60 60 60 60 60 60 60 Heavy Vehicles, %0 20 0 100 20 100 0 0 100 47 0 0 Mvmt Flow 0 83 0 13 30 32 0 7 13 107 13 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 62 0 0 83 0 0 162 171 83 165 155 46 Stage 1 ------ 83 83 - 72 72 - Stage 2 ------ 79 88 - 93 83 - Critical Hdwy 4.1 -- 5.1 -- 7.1 6.5 7.2 7.57 6.5 6.2 Critical Hdwy Stg 1 ------ 6.1 5.5 - 6.57 5.5 - Critical Hdwy Stg 2 ------ 6.1 5.5 - 6.57 5.5 - Follow-up Hdwy 2.2 -- 3.1 -- 3.5 4 4.2 3.923 4 3.3 Pot Cap-1 Maneuver 1554 -- 1070 -- 808 726 762 709 741 1029 Stage 1 ------ 930 830 - 837 839 - Stage 2 ------ 935 826 - 814 830 - Platoon blocked, %---- Mov Cap-1 Maneuver 1554 -- 1070 -- 789 717 762 685 731 1029 Mov Cap-2 Maneuver ------ 789 717 - 685 731 - Stage 1 ------ 930 830 - 837 828 - Stage 2 ------ 908 815 - 793 830 - Approach EB WB NB SB HCM Control Delay, s 0 1.5 10 11.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h)746 1554 -- 1070 -- 690 HCM Lane V/C Ratio 0.027 --- 0.012 -- 0.174 HCM Control Delay (s)10 0 -- 8.4 0 - 11.3 HCM Lane LOS B A --A A -B HCM 95th %tile Q(veh)0.1 0 --0 -- 0.6