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PZ Item 12 - TIA Volume 1 – Traffic Impact Analysis LifeTime Fitness Southlake, Texas Original Submission: October 14, 2019 Revised Submission: December 2, 2019 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064460903 Registered Firm F-928 Traffic Impact Analysis LifeTime Fitness Dove Road and SH 114 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 Abby Inabnet, EIT 972-770-1300 December 2, 2019 Page i kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 TABLE OF CONTENTS EXECUTIVE SUMMARY ................................................................................................................ ii I. INTRODUCTION ....................................................................................................................... 1 A. PURPOSE ................................................................................................................................. 1 B. METHODOLOGY ........................................................................................................................ 1 II. EXISTING AND FUTURE AREA CONDITIONS ....................................................................... 4 A. ROADWAY CHARACTERISTICS .................................................................................................... 4 B. EXISTING STUDY AREA .............................................................................................................. 4 C. PROPOSED SITE IMPROVEMENTS ............................................................................................... 5 D. ADJACENT DEVELOPMENT ......................................................................................................... 5 E. EXISTING TRAFFIC VOLUMES ..................................................................................................... 6 III. PROJECT TRAFFIC CHARACTERISTICS ............................................................................... 9 A. SITE-GENERATED TRAFFIC ........................................................................................................ 9 B. TRIP DISTRIBUTION AND ASSIGNMENT ...................................................................................... 10 C. OTHER DEVELOPMENT TRAFFIC MODELLING ............................................................................ 10 D. DEVELOPMENT OF 2022 BACKGROUND TRAFFIC ...................................................................... 10 E. DEVELOPMENT OF 2022 TOTAL TRAFFIC .................................................................................. 10 F. DEVELOPMENT OF 2027 BACKGROUND AND TOTAL TRAFFIC ..................................................... 10 IV. TRAFFIC OPERATIONS ANALYSIS ...................................................................................... 18 A. ANALYSIS METHODOLOGY ....................................................................................................... 18 B. ANALYSIS RESULTS................................................................................................................. 19 C. 2019 EXISTING TRAFFIC OPERATIONS ..................................................................................... 21 D. 2022 BACKGROUND TRAFFIC OPERATIONS .............................................................................. 21 E. 2022 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS.......................................... 21 F. 2027 BACKGROUND TRAFFIC OPERATIONS .............................................................................. 22 G. 2027 BACKGROUND PLUS SITE-GENERATED TRAFFIC OPERATIONS.......................................... 22 H. LINK VOLUME ANALYSIS .......................................................................................................... 23 I. RIGHT-TURN LANE ANALYSIS .................................................................................................. 25 V. CONCLUSIONS AND RECOMMENDATIONS ....................................................................... 26 LIST OF EXHIBITS EXHIBIT 1: VICINITY MAP ........................................................................................................................ 2 EXHIBIT 2: CONCEPTUAL SITE PLAN ........................................................................................................ 3 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL ................................................................. 7 EXHIBIT 4: 2019 EXISTING TRAFFIC VOLUMES ......................................................................................... 8 EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT ..................................................................... 12 EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES ................................................................................... 13 EXHIBIT 7: 2022 BACKGROUND TRAFFIC VOLUMES ............................................................................... 14 EXHIBIT 8: 2022 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUME ............................................. 15 EXHIBIT 9: 2027 BACKGROUND TRAFFIC VOLUMES ............................................................................... 16 EXHIBIT 10: 2027 BACKGROUND PLUS-SITE GENERATED TRAFFIC VOLUME ........................................... 17 LIST OF TABLES TABLE 1 – TRIP GENERATION ................................................................................................................. 9 TABLE 2 – LEVEL OF SERVICE DEFINITIONS ........................................................................................... 18 TABLE 3 – TRAFFIC OPERATIONAL RESULTS – W EEKDAY AM PEAK HOUR .............................................. 19 TABLE 4 – TRAFFIC OPERATIONAL RESULTS – W EEKDAY PM PEAK HOUR .............................................. 20 TABLE 5 – PEAK HOUR LINK OPERATIONAL RESULTS ............................................................................ 24 TABLE 6 – RIGHT TURN LANE ANALYSIS ................................................................................................ 25 Page ii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 EXECUTIVE SUMMARY This report has been updated in response to the City of Southlake comments dated October 29, 2019 and the updated site plan. The comments and response for each is included in the Appendix. There are no significant changes to the report findings. The proposed LifeTime Fitness development is located at the southeast corner of Dove Road and the SH 114 westbound frontage road in Southlake, Texas. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. The following existing intersections were selected to be part of this study: ▪ Dove Road at SH 114 eastbound frontage road; ▪ Dove Road at SH 114 westbound frontage road; ▪ Dove Road at Kirkwood Boulevard; ▪ Dove Road at Verizon Driveway The analysis also included the following proposed driveways: ▪ Drive 1, which is a right-in/right-out driveway to SH 114 westbound frontage road; ▪ Drive 2, which is a full-access driveway to the proposed Kirkwood Boulevard extension Traffic operations were analyzed at the study intersections for existing volumes, 2022 and 2027 background traffic volumes, and 2022 and 2027 background plus site-generated traffic volumes. The future years correspond to the expected buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The background traffic conditions included existing traffic with compound growth rates, plus explicit modeling of the following presumed developments in the vicinity: ▪ A typical commercial site, a future development consisting of 40,000 SF of office, 40,000 SF of grocery store, 10,000 SF of restaurant, and 10,000 SF of retail. It is located on the southeast corner of Dove Road and the SH 114 westbound frontage road just north of the LifeTime Fitness development. The site is assumed to be in place for the 2027 scenarios. It was assumed that the Commercial site will include new driveways in the following approximate locations: ▪ Commercial Drive 3, which is a right-in/right-out driveway to SH 114 westbound frontage road; ▪ Commercial Drive 4, which is a full-access driveway to the proposed Kirkwood Boulevard extension; ▪ Commercial Drive 5, which is a full-access driveway added as a southern leg to the existing intersection of Dove Road and Verizon Driveway Page iii kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 The proposed LifeTime Fitness development is expected to generate approximately 142 new weekday AM peak hour one-way trips and 373 new weekday PM peak hour one-way trips at buildout. The distribution of the site-generated traffic volumes onto the street system was based on the surrounding roadway network, existing traffic patterns, and the project's proposed access locations. On the City of Southlake Thoroughfare Plan, Kirkwood Boulevard is proposed to extend from the existing intersection of Dove Road and Kirkwood Boulevard to the existing intersection of White Chapel Boulevard and Kirkwood Boulevard. As part of the LifeTime Fitness development, a part of the northern section of the Kirkwood Boulevard extension will be constructed along with the development. This extension will be a two-lane undivided roadway stretching from Dove Road to the proposed Drive 2 at the southeast corner of the development. The ultimate section of Kirkwood Boulevard adjacent to the site and the southern portion of the roadway that will connect to White Chapel Boulevard, south of Drive 2, will be constructed by outside developers at a different time. Based on the analysis presented in this report, the proposed LifeTime Fitness 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 significantly affect the existing vehicle traffic operations. The following improvements are recommended for the LifeTime Fitness site: 1. Drive 1 should be constructed with a northbound right-turn deceleration lane. 2. Drive 2 should be constructed with a southbound right-turn deceleration lane. 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 LifeTime Fitness site located at the southeast corner of Dove Road and the SH 114 westbound frontage road in Southlake, Texas. A site vicinity map is provided as Exhibit 1. Exhibit 2 shows the proposed conceptual site plan. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. B. Methodology Traffic operations were analyzed at the study intersections for AM and PM peak hours for the following scenarios. ▪ 2019 existing traffic ▪ 2022 background traffic ▪ 2022 background plus site traffic ▪ 2027 background traffic ▪ 2027 background plus site traffic The capacity analyses were conducted using the SynchroTM software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. LEGEND: = Study IntersectionEXHIBIT 1 Vicinity Map Not To Scale North Dove Road Assumed Commercial Site SITE Kirkwood Boulevard Extension W h i t e C h a p e l B o u l e v a r d V e r i z o n EXHIBIT 2 Conceptual Site Plan Not To Scale North Drive 2 Drive 1 SH 1 1 4 W B F R Assumed Commercial Site Driveway locations TBD Page 4 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 intersections were evaluated as part of this study: ▪ Dove Road at SH 114 eastbound frontage road ▪ Dove Road at SH 114 westbound frontage road ▪ Dove Road at Kirkwood Boulevard The following unsignalized intersection was evaluated as part of this study: ▪ Dove Road at Verizon Driveway The major study area roadways are described below. Kirkwood Boulevard – is a four-lane, divided road that serpentines northwest- southeast through Southlake, generally parallel to SH 114. Kirkwood Boulevard is currently discontinuous, and near the project begins at Dove Road and ends at SH 114 north of the site area. In the project vicinity, Kirkwood Boulevard has intersections with Dove Road and Drive 2. On the City of Southlake Thoroughfare Plan, Kirkwood Boulevard is classified as a divided four-lane Arterial (A4D – 100’). The speed limit near the site is 30 mph. As part of the LifeTime Fitness development, Kirkwood Boulevard will be extended as a two-lane, undivided roadway to the proposed Drive 2 along the east side of the development. In a separate project, others will build two additional lanes to the roadway later, as well as a four-lane connection to White Chapel Boulevard. Dove Road – is a four-lane, divided road that runs east-west through Southlake. East of Kirkwood Boulevard, Dove Road transitions into a two-lane undivided road and has a single-lane roundabout intersection with White Chapel Boulevard. In the project vicinity, Dove Road has intersections with SH 114 westbound and eastbound frontage roads and Kirkwood Boulevard. On the City of Southlake Thoroughfare Plan, Dove Road is classified as a divided four-lane Arterial (A4U – 88’) in the project area. The speed limit near the site is 30 mph. SH 114 west- and eastbound frontage roads – are three-lane frontage roads that run along SH 114 through Southlake. In the project vicinity, the frontage roads each have an intersection with Dove Road. The speed limit near the site is 45 mph. Exhibit 3 illustrates the existing intersection geometry used for the traffic analysis. B. Existing Study Area The property is currently zoned Mixed-Use (SP1-Generalized Site Plan). The property is currently undeveloped. Page 5 kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 C. Proposed Site Improvements As shown in Exhibit 2, the site as proposed will include 108,148 SF of Health/Fitness Club space. Kirkwood Boulevard will be extended to the southern -most driveway of the site as a two - lane undivided roadway adjacent to the east side of the site. The site would have access via a total of two driveways in addition to the assumed driveways for the commercial development just north of the LifeTime Fitness . These three commercial driveways were only considered in the 2027 Background and 2027 Background Plus Site -Generated traffic analyses. The driveways to be modeled in this analysis are as follows: Drive 1 – would be a right-in/right-out driveway to SH 114 westbound frontage road approximately 955 feet south of the intersection of Dove Road and SH 114 west bound frontage road . One lane will be constructed for the inbound movement, and one lane will be constructed for the outbound movement . A northbound right-turn deceleration lane will also be constructed. Drive 2 – would be a full-access driveway to Kirkwood Boulevard approximately 1,215 feet south of the intersection of Kirkwood Boulevard and Dove Road. One lane will be constructed for the inbound movement, and one lane will be constru cted for the outbound moveme nt. A southbound right-turn deceleration lane will also be constructed. Intersection sight distance at the prop osed driveways is acceptable, with each on relatively straight segments of their respective roadway. D. Adjacent Development A typical commercial development was analyzed just north of the LifeTime Fitness development, located at the southeast corner of SH 114 westbound frontage road and Dove Road. This is an assumed future development consisting of 40,000 SF of office, 40,000 SF of grocery store, 10,000 SF of restaurant, and 10,000 SF of retail. It was assumed that the commercial site would have access to t hree driveways to move in and out of the site . These driveways were modelled along the SH 114 westbound frontage road, Dove Road, and Kirkwood Boulevard. The commercial site is assumed to be in place for the 2027 scenarios . Page 6 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 E. Existing Traffic Volumes 24-hour machine counts were collected while school was in session on August 29, 2019, adjacent to the site on Dove Road, the SH 114 westbound frontage road (before the off- ramp), and the SH 114 westbound off-ramp south of Dove Road. Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes. The raw count sheets are provided in the Appendix, as well as a comparison between the 24-hour volumes collected and previous 24-hour counts. The 24-hour count showed the daily volume on the roadway link as follows: • Dove Road: 7,628 vehicles per day (vpd) • SH 114 westbound frontage road: 2,533 vpd • SH 114 westbound off-ramp: 4,946 vpd LEGEND: = Turn Bay = Signalized = Driveway Lanes or Intersection Off-Site Improvements = Stop-Controlled = Commercial site Approach Driveway Lanes = Travel Lane TWLTL = Two-Way Left Turn Lane EXHIBIT 3 Lane Assignment and Intersection Control Not To Scale North SH 1 1 4 E B F R Dove Road * STOP * SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y S T O P Commercial Drive 4 Commercial Drive 3 Co m m e r c i a l Dr i v e 5 Drive 1 Drive 2 Kirkwood Boulevard (Future Extension) * * STOP S T O P S T O P ST O P S T O P ** * * * 69 646 98 8 0 103 73 (70)(359)(122)444 (577)71 (120)(79)(4)0 (0)(392)(142)71 (46) 65 (319) 335 (475) 389 (590) 291 (195) 313 (237) 49 (67) 76 (8) 347 (39) 622 (326) 398 (290) 176 100 301 621 (291) 281 (256) (414) (315) (29) 9 (5) 9 (5) 465 153 (395) (406) 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 2019 Existing Traffic Volumes Not To Scale North SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Page 9 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 10th 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. Trip generation for the conference center was taken from Kimley-Horn data collected at existing conference center sites. Reductions to the base trip generation estimates are sometimes applied due to internal capture. Internal capture is the tendency for customers or tenants to visit several parts of the commercial development in one trip but be counted twice in the trip generation since the formulae assume the residential, hotel, office, retail, and theatre developments are isolated. Internal capture reductions are applied based on the procedures in the 2014 3rd edition of the Trip Generation Handbook, a companion manual to Trip Generation Manual also published by ITE. Internal capture reduces the number of trips leaving the site, and results in a projection of internal trips and external trips. Although internal capture will occur between the LifeTime Fitness site and Commercial site, none was assumed to ensure a conservatively high trip estimate for the LifeTime Fitness development. However, internal capture was assumed for the Commercial site individually. The internal capture worksheets are included in the Appendix. No reductions were taken for pass-by trips or multimodal use. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. Table 1 – Trip Generation Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL Health/Fitness Club 108,148 SF 492 3,778 72 70 142 213 160 373 Development Totals Total Net New External Vehicle Trips:3,778 72 70 142 213 160 373 Trip Generation rates based on ITE's Trip Generation Manual , 9th Edition (Daily Trips) and 10th Edition (Peak Hour Trips). PM Peak Hour One-Way TripsLand Uses Amount Units ITE Code AM Peak Hour One-Way Trips Page 10 kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 B. Trip Distribution and Assignment The distribution of the site -generated traffic volumes into and out of the si te driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, relative residential density, and the locations of the proposed driveway access to/from the site. The corresponding inbound and outbou nd 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 peak hour turning movements after multiplying the new external trip generation for each phase by the respective traffic assignment percentages. C. Other Development Traffic Modelling Traffic was developed and distributed for the Commercial site using the same procedure as was used to develop the LifeTime Fitness site-generated traffic and distribute that traffic on the roadway network. This site, adjacent to the north side of the LifeTime Fitness site, was modelled as shown in the Commercial site attachments in the Appendix. The site includes 40,000 SF of office, 40,000 SF of grocery store, 10,000 SF of restaurant, and 10,000 SF of retail. The distribution and volumes for this development can be found in the Appendix. D. Development of 2022 Background Traffic In order to obtain 2022 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 th e area, an annual growth rate of 6% was assumed for the background traffic thr ough 2022. To calculate the 2022 background traffic, the existing 2019 traffic counts were grown by 6% annually for three years. The resulting 2022 background weekday AM and PM p eak hour traffic volumes are shown in Exhibit 7. E. Development of 2022 Total Traffic Site traffic volumes were added to the background volumes to represent the estimated total (background plus site -generated) traffic conditions for the 2022 study year after completion of the proposed development. Exhibit 8 shows the resulting 2022 weekday AM and PM peak hour total traffic volumes. F. Development of 2027 Background and Total T raffic The background and total traffic volumes in the 2027 study year were calculated in a similar manner to the 2022 traffic volumes by adding five years of 2% growth over the 2022 background volumes. The Commercial site traffic was also added into the background traffic volumes for 2027. Exhibit 9 shows the resulting 2027 weekday AM Page 11 kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 and PM peak hour background traffic volumes, and Exhibit 10 shows the resulting 2027 weekday AM and PM peak hour total traffic volumes after the addition of the site - generated traffic. 35%(10%) (10%) 5% (20%) (20%) (30%) 10% 10% 45% (10%) (25%) (5%) 45% (5%) (5%) (30%) (5%) (5%) 45% (20%) (20%) (60%) 40% 60% (40%) 30% 10% LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic EXHIBIT 5 Trip Distribution and Traffic Assignment: LifeTime Fitness Not To Scale North SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Drive 2 Drive 1 Kirkwood Boulevard (Future Extension) 0 0 25 0 0 0 4 0 0 (0) (0)(0)(75)7 (16)7 (16)(0)(0)0 (0)(0)(11)(0)0 (0) 14 (32) 14 (32) 21 (48) 7 (21) 7 (21) 0 (0) 0 (0) 0 (0) 0 (0) 32 (96) 7 18 4 36 (104) 4 (8) 21 4 4 (16) (40) (8) 32 (96) (48) (8) (8) 14 (32) 14 (32) 42 (96) 0 29 (0) (85) 43 0 (128) (0) 28 (64) 0 (0) 0 0 (0) (0) 22 7 (64) (21) LEGEND: X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. EXHIBIT 6 Site-Generated Traffic Volumes: LifeTime Fitness Not To Scale North Drive 2 SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Drive 1 Kirkwood Boulevard (Future Extension) 82 769 117 10 0 123 87 (83)(428)(145)529 (687)85 (143)(94)(5)0 (0)(467)(169)85 (55) 77 (380) 399 (566) 463 (703) 347 (232) 373 (282) 58 (80) 91 (10) 413 (46) 741 (388) 474 (345) 210 119 358 740 (347) 335 (305) (493) (375) (35) 11 (6) 11 (6) 554 182 (470) (484) 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 7 2022 Background Traffic Volumes: LifeTime Fitness Not To Scale North SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y 82 769 142 10 0 123 4 87 85 (55) (83)(428)(220)536 (703)92 (159)(94)(5)0 (0)(467)(11)(169)347 (232) 91 (412) 413 (598) 484 (751) 7 (21) 380 (303) 58 (80) 91 (10) 413 (46) 741 (388) 506 (441) 217 137 362 776 (451) 339 (313) 21 4 4 (509) (415) (43) 32 (96) (48) (8) (8) 25 (38) 25 (38) 42 (96) 736 29 (954) (85) 43 0 (128) (0) 28 (64) 0 (0) 0 0 (0) (0) 576 189 (534) (505) 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 2022 Background Plus Site-Generate Traffic Volumes: LifeTime Fitness Not To Scale North Drive 2 SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Drive 1 Kirkwood Boulevard (Future Extension) 89 837 229 10 0 0 0 (0) 148 0 95 92 (60) (91)(465)(242)594 (771)131 (202)(102)(0)(5)523 (788)(520)(0)(184)392 (265) 132 (472) 492 (686) 29 (24) 15 (12) 434 (331) 63 (87) 98 (10) 459 (63) 806 (422) 646 (484) 238 159 405 833 (401) 77 0 19 374 (344) 19 0 10 (548) (443) (50) 117 (96) (94) (0) (24) 29 (24) (24) (0) (12) 41 (41) 41 (41) 68 (83) 44 0 (36) (0) 815 102 (1049) (84) 29 (35) 0 (0) 0 0 (0) (0) 690 227 (584) (550) 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 9 2027 Background Traffic Volumes: LifeTime Fitness Not To Scale North Commercial Drive 4 SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Commercial Drive 3 Co m m e r c i a l Dr i v e 5 Kirkwood Boulevard (Future Extension) 89 837 254 10 0 0 0 (0) 148 4 95 92 (60) (91)(465)(317)601 (787)138 (218)(102)(0)(5)544 (836)(520)(11)(184)392 (265) 146 (504) 506 (718) 29 (24) 22 (33) 441 (352) 63 (87) 98 (10) 459 (63) 806 (422) 678 (580) 245 177 409 869 (505) 77 0 19 378 (352) 40 4 14 (564) (483) (58) 117 (96) (94) (0) (24) 61 (120) (72) (8) (20) 55 (73) 55 (73) 68 (83) 44 0 (36) (0) 815 102 (1049) (84) 29 (35) 0 (0) 0 0 (0) (0) 42 (96) 917 29 (1133) (85) 43 0 (128) (0) 28 (64) 0 (0) 0 0 (0) (0) 712 234 (648) (571) 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 2027 Background Plus Site-Generated Traffic Volumes: LifeTime Fitness Not To Scale North Commercial Drive 4 SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Commercial Drive 3 Co m m e r c i a l Dr i v e 5 Drive 1 Drive 2 Kirkwood Boulevard (Future Extension) Page 18 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 IV. TRAFFIC OPERATIONS AN ALYSIS Kimley-Horn conducted a traffic operations analysis to determine potential capacity deficiencies in the 2019, 2022 and 2027 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). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). Table 2 shows the definition of level of service for signalized and unsignalized intersections. Table 2 – Level of Service Definitions Level of Service Signalized Intersection Average Total Delay (sec/veh) Unsignalized Intersection Average Total Delay (sec/veh) A ≤10 ≤10 B >10 and ≤20 >10 and ≤15 C >20 and ≤35 >15 and ≤25 D >35 and ≤55 >25 and ≤35 E >55 and ≤80 >35 and ≤50 F >80 >50 _______________ Definitions provided from the Highway Capacity Manual, Special Report 209, Transportation Research Board, 2010. Study area intersections were analyzed based on average total delay analysis for signalized and unsignalized intersections. For the unsignalized analysis, the level of service (LOS) for a two-way stop-controlled intersection is defined for each movement. Unlike signalized intersections which define LOS for each approach and for the intersection as a whole, LOS for two-way stop-controlled intersections is not defined as a whole. Signal timings for the signalized intersections are based on signal timing created by Kimley-Horn on behalf of TxDOT. In the future scenarios, timing adjustments were made to accommodate changes in traffic volumes due to background growth and site traffic, replicating how TxDOT/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 the Appendix. The analyses assumed the lane geometry and intersection control shown in Exhibit 3. Page 19 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 B. Analysis Results Table 3 and Table 4 show the intersection operational results for the weekday AM and PM peak hours, respectively. Table 3 – Traffic Operational Results – Weekday AM Peak Hour DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS EB 35.6 D 55.1 E 56.4 E 80.1 F 86.7 F WB 3.0 A 3.1 A 5.1 A 8.7 A 8.8 A SB 50.2 D 62.5 E 66.8 E 72.6 E 72.9 E Overall 33.5 C 46.1 D 48.5 D 60.7 E 63.2 E EB 2.2 A 2.1 A 2.1 A 1.9 A 1.9 A WB 51.0 D 44.7 D 47.2 D 55.2 E 56.8 E NB 32.5 C 33.3 C 34.3 C 48.8 D 53.7 D Overall 28.2 C 26.8 C 27.8 C 35.1 D 37.3 D EB 3.0 A 3.7 A 4.8 A 5.2 A 5.3 A WB 19.1 B 20.4 C 14.7 B 15.3 B 15.3 B SB 19.3 B 19.1 B 20.0 B 17.3 B 19.9 B NB ----17.1 B 16.5 B 16.3 B Overall 10.5 B 11.2 B 9.8 A 10.2 B 10.4 B EBL 8.4 A 8.8 A 8.8 A 9.0 A 9.1 A WBL ----10.0 A 10.2 B SBL*-------- SBR*9.6 A 9.9 A 10.0 A 10.1 B 10.2 B NBL*------52.6 F 57.7 F NBR*----11.8 B 12.0 B SH 114 NBFR @ Drive 1 WBR*----12.7 B --14.1 B Kirkwood Boulevard @ Drive 2 EBL*----8.7 A --8.7 A * Stop-Controlled Approach - No movements in Time Period + Movement Delay Exceeds 200 seconds 2022 Background plus Site Traffic 2022 Background Traffic AM Peak Hour Dove Road @ Verizon Driveway & Commercial Drive 5 AM Peak Hour INTERSECTION APPROACH 2019 Background Traffic Dove Road @ SH 114 EBFR Dove Road @ SH 114 WBFR 2027 Background Traffic AM Peak Hour 2027 Background plus Site Traffic AM Peak Hour Dove Road @ Kirkwood Boulevard Signalized Unsignalized AM Peak Hour Page 20 kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Table 4 – Traffic Operational Results – Weekday PM Peak Hour DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS DELAY (SEC/VEH)LOS EB 37.8 D 43.2 D 48.3 D 67.9 E 86.4 F WB 4.1 A 7.0 A 7.2 A 7.9 A 7.9 A SB 173.8 F 68.9 E 71.4 E 80.7 F 92.6 F Overall 60.0 E 34.1 C 36.9 D 44.9 D 53.7 D EB 5.4 A 5.7 A 5.6 A 6.0 A 6.5 A WB 44.2 D 43.2 D 41.9 D 42.7 D 45.3 D NB 48.7 D 44.3 D 44.2 D 44.4 D 44.3 D Overall 38.1 D 35.9 D 34.5 C 35.1 D 35.3 D EB 3.1 A 4.3 A 7.9 A 7.4 A 10.9 B WB 7.0 A 8.0 A 8.8 A 9.8 A 11.4 B SB 14.8 B 14.2 B 28.1 C 17.4 B 32.2 C NB ----14.3 B 14.5 B 13.9 B Overall 9.8 A 10.1 B 11.8 B 11.5 B 13.5 B EBL 8.9 A 9.3 A 9.5 A 9.7 A 9.9 A WBL ------8.3 A 8.6 A SBL*14.1 B 15.7 C 16.7 C 20.5 C 22.1 C SBR*11.1 B 12.0 B 12.3 B 12.8 B 13.2 B NBL*------24.0 C 28.2 D NBR*------9.7 A 10.2 B SH 114 NBFR @ Drive 1 WBR*----16.1 C --18.4 C Kirkwood Boulevard @ Drive 2 EBL ----9.2 A --9.2 A * Stop-Controlled Approach - No movements in Time Period + Movement Delay Exceeds 200 seconds APPROACH 2019 Background Traffic 2022 Background Traffic 2022 Background plus Site TrafficINTERSECTION Dove Road @ SH 114 EBFR Dove Road @ SH 114 WBFR 2027 Background Traffic 2027 Background plus Site Traffic PM Peak Hour PM Peak Hour Dove Road @ Kirkwood Boulevard Dove Road @ Verizon Driveway & Commercial Drive 5 PM Peak Hour PM Peak Hour PM Peak Hour Signalized Unsignalized Page 21 kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 C. 2019 Existing Traffic Operations The analysis of the 2019 existing traffic operations shows the signalized in tersections operating with moderate delay in both peak hours. Both intersections of Dove Road and the westbound and eastbound frontage roads operate at LOS C during the AM peak hour. The westbound frontage road operates at LOS D during the PM peak hour, wh ile the eastbound frontage road operates at LOS E during the PM peak hour. The intersection of the Dove Road and Kirkwood Boulevard operates at LOS A and B during the AM and PM peaks, respectively. All but one of the existing approaches to the unsignalized study intersection operate s favorably at LOS B or better. The southbound left-turning approach to the intersection of Dove Road and Verizon Driveway operates at LOS C during the PM peak hour . D. 2022 Background Traffic Operations The signalized intersect ions experience slightly more delay with three years of background growth added to the network. The existing southbound phase of the Dove Road and SH 114 eastbound frontage road was given more time to match the projected volumes. After these measures were in place, the intersection changes from LOS C to D during the AM peak hour and from LOS E to C during the PM peak. The adjacent intersection of Dove Road and SH 114 westbound frontage road is currently undergoing design modifications with an additional westbound right -turn lane and westbound right - turn lane. These modifications were included in the 2022 Background scenario and the remaining scenarios moving forward . With the additional lanes, the intersection of Dove Road and SH 114 westbound frontage road continues to operate at LOS C during the AM peak and continues to operate at LOS D the PM peak. Also operating favorably, the intersection of Dove Road and Kirkwood Boulevard continues to operate at LOS B during the AM peak hour and changes from LOS A to B during the PM peak hour. The unsignalized intersections experience added delays with the additional background traffic as well. Besides the southbound left-turning approach at the intersection of Dove Road and Verizon Driveway , which operates at LOS C during the PM peak hour , all approaches to the study unsignalized intersection s operate at LOS B or better during both peaks. E. 2022 Background Plus Site -Generated Traffic Operations The addition of the site -generated traffic to the 2022 background traffic results in some additional delay at the existing signalized intersections. With the addition of the Kirkwood Boulevard southern leg at the intersection of Dove Road, the intersection changes from LOS B to A during the AM peak hour and continues to operate at LOS B during the PM peak hour. The intersection of Dove Road and SH 114 eastbound frontage road changes from LOS C to LOS D during the PM peak hour . With these being the only change in level of service in both peak hours, all signalized intersections continue to operate at LOS D or better during both peaks. Page 22 kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 With the addition of site -generated traffic, there are some c hanges in delay during both peak hour s at the unsignalized intersections. All but two unsignalized approaches operate at LOS B or better during both peak hour s. The southbound left-turning approach to the intersection of Dove Road and Verizon Driveway continues to operate at LOS C during the PM peak hour, respectively. The westbound right -turning approach of the intersection of Drive 1 and SH 114 west bound frontage road operates at LOS B during the AM peak and at LOS C during the PM peak. Drive 2 and Kirkwood Boulevard operate at LOS A for both the AM and PM peak hour. In the analysis of the AM and PM peak hour, all approaches to the site driveways operate at LOS C or better. F. 2027 Background Traffic Operations The analysis of the 2027 Background Traffic operations shows that, when compared to the 2022 background traffic operations, the signalized intersections have several changes in level of service with the addition of five more years of background traffic growth and the traffic from the background develo pment. The intersection of Dove Road and the SH 114 eastbound frontage road changes from LOS D to E during the AM peak hour. The intersection of Dove Road and the SH 114 westbound frontage road changes from LOS C to D during both peak hours. The east-most signalized intersection, Dove Road and Kirkwood Boulevard changes from LOS A to B with less than one additional second in delay during the AM peak and continues to operate at LOS B during the PM peak. For the unsignalize d approaches of the study intersections, there are some increases in delay with the additional background traffic and background development traffic . Due to cross-access to the commercial development to the north of the LifeTime Fitness development, the site driveways that were expected to attract cross -traffic were included in the background traffic analysis. All but one driveway approaches operate at LOS C or better during both peak hours . At the intersection of Dove Road and Verizon Driveway the northbou nd-left approach operates at LOS F during the AM peak hour . The excess delay is due to those movements waiting for an upstream or downstream signal to stop the through traffic, which is expected when maneuvering into a major thoroughfare. G. 2027 Background Plus Site -Generated Traffic Operations The addition of the site -generated traffic to the 2027 background traffic results in some additional delay at the signalized intersections but no changes in level of service . The intersection of the SH 114 eastbound frontage road and Dove Road remains at LOS E during both the AM peak hour and remains at LOS D during the PM peak hour . The remaining signalized intersections continue to operate at LOS D or better during both peak hours. Page 23 kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 With the addition of site -generated traffic, there is one change in level of service during both peak hours at the unsignalized intersections. All but one unsignalized approach operate s at LOS C or better during both peak hours. At the intersection of Dove Road and Verizon Driveway/Commercial Drive 5 the northbound left-turn approach changes from LOS C to LOS D and the northbound right - turn approach changes from LOS A to LOS B both during the PM peak hour. The westbound right-turn approach of both Drive 1 at the intersection with Kirkwood Boulevard operate at LOS B and LOS C duri ng the AM and PM peaks, respectively. LOS C is favorable for an y unsignalized approach, but especially an approach to a City thoroughfare. All approaches to the site operate favorably at LOS C or better during both peak hours at buildout. H. Link Volume Analysis The link capacity analysis examines the operating conditions of roadway links rather than intersections, using the peak hour volumes passing a fixed point. The operating condition is defined by the ratio of link volume to link capacity, or V/C. The V/C of the different roadway links that would be impacted by the proposed development’s traffic was calculated for the 2022 background and background plus site traffic and 2027 background and background plus site traffic scenarios. The link capacity for each roadway is taken from the NCTCOG model capac ity volumes. The proposed lane geometries found on the site plan were used for the 2022 and 2027 scenarios. Dove Road ha s a capacity of 900 vphpl as a divide d arterial, while the proposed Kirkwood Boulevard has a capacity of 525 vphpl as an undivided arterial. The peak hour link analyses , displayed below in Table 5, show that Dove Road currently operates at LOS A/B. With the addition of the background traffic, which includes the commercial background developme nt and the growth rates mentioned previously, Dove Road remains at LOS A/B through the 2022 PM peak hour background plus site- generated scenarios. After background and site -generated traffic is added to the network, Dove Road changes to LOS C in the eastbo und direction for both the 2022 and 2027 AM peak hour scenarios. Dove Road also changes to LOS C in the westbound direction for the 2027 PM peak hour scenario. Only half of the roadway capacity is utilized after the buildout site -generated traffic volumes are added to the network, leaving the thoroughfare with just less than 50% of its potential capacity. Kirkwood Boulevard was analyzed south of Dove Road on the proposed roadway extension, therefore, there are no existing volumes. After the background tra ffic and site- generated traffic for 2022 is added, the network operates at LOS A/B and does so through the 2027 background plus site -generated traffic scenario. Page 24 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Table 5 – Peak Hour Link Operational Results Background Volume V/C LOS Back+Site Volume V/C LOS 2022 Scenario East of SH 114 WBFR 2 1,800 EB 831 0.46 C 867 0.48 C East of SH 114 WBFR 2 1,800 WB 484 0.27 A/B 505 0.28 A/B South of Dove Road 1 525 SB -0.00 A/B 43 0.08 A/B South of Dove Road 1 525 NB -0.00 A/B 29 0.06 A/B Background Volume V/C LOS Back+Site Volume V/C LOS 2022 Scenario East of SH 114 WBFR 2 1,800 EB 357 0.20 A/B 461 0.26 A/B East of SH 114 WBFR 2 1,800 WB 709 0.39 A/B 757 0.42 A/B South of Dove Road 1 525 SB -0.00 A/B 128 0.24 A/B South of Dove Road 1 525 NB -0.00 A/B 64 0.12 A/B Background Volume V/C LOS Back+Site Volume V/C LOS East of SH 114 WBFR 2 1,800 EB 1,048 0.58 C 1,084 0.60 C East of SH 114 WBFR 2 1,800 WB 623 0.35 A/B 644 0.36 A/B South of Dove Road 1 525 SB 44 0.08 A/B 43 0.08 A/B South of Dove Road 1 525 NB 29 0.06 A/B 58 0.11 A/B Background Volume V/C LOS Back+Site Volume V/C LOS East of SH 114 WBFR 2 1,800 EB 507 0.28 A/B 611 0.34 A/B East of SH 114 WBFR 2 1,800 WB 888 0.49 C 936 0.52 C South of Dove Road 1 525 SB 36 0.07 A/B 128 0.24 A/B South of Dove Road 1 525 NB 36 0.07 A/B 100 0.19 A/B Number of Lanes Capacity 2027 Scenario Dove Road Dove Road Kirkwood Boulevard Roadway Segment Roadway Segment Kirkwood Boulevard Number of Lanes Capacity Dove Road Kirkwood Boulevard Number of Lanes Capacity Roadway Segment Number of Lanes Capacity 2027 Scenario Dove Road Kirkwood Boulevard Roadway Segment AM Peak 2027 Background+Site Direction of Travel PM Peak 2027 Background PM Peak 2027 Background+Site Direction of Travel AM Peak 2022 Background AM Peak 2022 Background+Site PM Peak 2022 Background PM Peak 2022 Background+SiteDirection of Travel Direction of Travel AM Peak 2027 Background Page 25 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 I. Right-Turn Lane Analysis Where justified, the addition of right-turn deceleration lanes can help inbound turning vehicles separate from the through traffic, avoiding conflicts and smoothing traffic flow. TxDOT and the City have identified right-turning volume thresholds where right- turn lanes are justified. Table 6 shows the driveway locations with right-turn driveway access to the site, and how they compare with TxDOT and City standards. The high inbound volume occurs in the PM peak hour for every driveway in this analysis. In consideration to these recommendations and TxDOT and City criterion, a right-turn lane is recommended at both Drive 1 and Drive 2. Table 6 – Right Turn Lane Analysis Right-Turn Location Projected Maximum Peak Hour Right-Turn Volume TxDOT Threshold (Access Management Manual, Table 2-3) City of Southlake Threshold (City Ordinance No. 634, Section 5.4.a) Right-Turn Lane Recommended? Drive 1 from SH 114 WBFR 85 vph 60 vph 40 vph Yes Drive 2 from Kirkwood Boulevard 128 vph 60 vph 50 vph Yes Page 26 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 LifeTime Fitness development, located at the southeast corner of SH 114 and Dove Road in Southlake, Texas, can be successfully incorporated into the surrounding roadway network. With the addition of the proposed two-lane extension of Kirkwood Boulevard (from Dove Road to Drive 2), the proposed site driveways provide the appropriate level of access for the development. The site-generated traffic does not significantly affect the existing vehicle traffic operations. The following improvements are recommended for the site: 1. Drive 1 should be constructed with a northbound right-turn deceleration lane. 2. Drive 2 should be constructed with a southbound right-turn deceleration lane. Volume 2 – Appendix LifeTime Fitness Southlake, Texas Original Submission: October 14, 2019 Revised Submission: December 2, 2019 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064460903 Registered Firm F-928 Project: Zoning Change and Concept Plan / Site Plan - Life Time Date: November 5, 2019 Consultant: Kimley-Horn ID Comments Consultant Response (Agree, Disagree, Clarify)Consultant Comments 1 Traffic Volumes for a study need to be collected while school is in session. These volumes were collected in August 2019. Agree Traffic volumes were collected on Thursday, August 29, 2019. For Carroll ISD, school began on August 19, 2019. 2 Refer to SH 114 facilities as eastbound and westbound frontage roads by name. The directions assigned to them in Synchro do not need to change. Agree SH 114 frontage road names have been changed accordingly. 3 Section II-C incorrectly states that Driveway #5 is approximately 1000 feet east of Dove and SH 114 WBFR. Please include the accurate distance. This driveway needs to be a minimum of 250 feet from either signalized intersection on Dove near this site. Agree Drive #5 serves only the assumed future commercial site and has been removed from the main analysis. Details for the commercial site will be finalized with that development, with Drive #5 likely matching the existing median opening on Dove Road. 4 Drive #2A is recommended to be right-in/right-out, if constructed at all, in order to minimize future median breaks and conflict points on Kirkwood Blvd. Agree Drive #2A has been removed from the analysis because it no longer connects to Kirkwood Boulevard. 5 Section IV-A states that the signalized intersection timings are based on Southlake Synchro files. The City does not currently have Synchro files for the intersections along SH 114, as these are State-owned and maintained. Agree The wording for this section has been updated. 6 Section IV-I (Right-Turn Lane Analysis) refers to Table 7 instead of Table 6, mixes up the names and locations of the proposed driveways, and does not include Southlake standards for roads with speed limits above 40 MPH (i.e., the frontage roads). The auxiliary lane threshold on high- speed roadways is 40 vehicles/hour. Agree The table name has been updated. The City of Southlake standard for roadways with speed limits over 40 mph has been included. TIA Comment Resolution kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Commercial Site Attachments ▪ Attachment A – Commercial Site Trip Generation Table ▪ Attachment B – Internal Capture Worksheets ▪ Attachment C – Exhibit A1: Trip Distribution and Traffic Assignment ▪ Attachment D – Exhibit A2: Site-Generated Traffic Volumes kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Daily One-Way Trips IN OUT TOTAL IN OUT TOTAL General Office Building 40,000 SF 710 436 55 9 64 8 40 48 Supermarket 40,000 SF 850 4,271 139 128 267 158 146 304 Quality Restaurant 10,000 SF 931 838 6 1 7 52 26 78 Retail/Shopping Center 10,000 SF 820 1,256 97 60 157 48 51 99 Development Totals Raw Trip Generation Total:6,801 297 198 495 266 263 529 Internal Capture Total:1,172 5 5 10 27 27 54 Total Net New External Vehicle Trips:5,629 292 193 485 239 236 475 Trip Generation rates based on ITE's Trip Generation Manual , 10th Edition. Internal Capture procedure from ITE Trip Generation Handbook , 3rd Edition (2014). Conference Center trip generation rates based on Kimley-Horn data. Land Uses Amount Units ITE Code AM Peak Hour One-Way Trips PM Peak Hour One-Way Trips Commercial Site Trip Generation Table Mixed-Use Site Enter Exit Enter Exit Enter Exit Office 218 218 28 5 4 20 Grocery 2,136 2,136 70 64 79 73 Restaurant 419 419 3 1 26 13 Retail 628 628 49 30 24 26 Gross Trips Total: 3,401 3,401 0 0 0 0 Enter Exit Enter Exit Enter Exit Office 92 104 1 2 1 5 Grocery 210 247 1 3 12 12 Restaurant 224 180 3 0 10 6 Retail 60 55 0 0 4 4 Internal Trips Totals: 586 586 5 5 27 27 % Reduction Enter Exit Enter Exit Enter Exit Office 126 114 27 3 3 15 Retail 1,926 1,889 69 61 67 61 Restaurant 195 239 0 1 16 7 Cinema/Entertainment 568 573 49 30 20 22 External Trips Total: 2,815 2,815 144 94 106 105 GROSS TRIP GENERATION IN P U T Land Use Daily A.M. Peak Hour P.M. Peak Hour Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook , 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour SUMMARY INTERNAL TRIPS OU T P U T Land Use Daily A.M. Peak Hour P.M. Peak Hour 17.2% 0.0% 0.0% EXTERNAL TRIPS OU T P U T Land Use Daily A.M. Peak Hour P.M. Peak Hour 35%(10%) (20%) (10%) 5% 5% (25%) (30%) 10% 5% 10% (5%) 45% (5%) (15%) 5% 10% (40%) (10%) (5%) (10%) (5%) 40% 10% (15%) (15%) (35%) 15% 5% 35% (15%) 30% 10% LEGEND: X% (Y%) X% = Percentage of Inbound Site-Generated Traffic (Y%) = Percentage of Outbound Site-Generated Traffic EXHIBIT A1 Trip Distribution and Traffic Assignment: Commercial Site Not To Scale North SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Commercial Drive 3 Commercial Drive 4 Co m m e r c i a l Dr i v e 5 Kirkwood Boulevard (Future Extension) 0 0 102 0 0 0 0 (0) 15 0 0 0 (0) (0)(0)(84)19 (24)39 (47)(0)(0)(0)19 (24)(12)(0)(0)15 (12) 48 (59) 58 (71) 29 (24) 15 (12) 29 (24) 0 (0) 0 (0) 10 (12) 0 (0) 131 (108) 10 29 15 29 (24) 77 0 19 10 (12) 19 0 10 (12) (35) (12) 117 (96) (94) (0) (24) 29 (24) (24) (0) (12) 29 (35) 29 (35) 68 (83) 44 0 (36) (0) 15 102 (12) (84) 29 (35) 0 (0) 0 0 (0) (0) 88 29 (72) (24) 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 A2 Site-Generated Traffic Volumes: Commercial Site Not To Scale North Commercial Drive 4 SH 1 1 4 E B F R Dove Road SH 1 1 4 W B F R Ki r k w o o d Bo u l e v a r d Ve r i z o n Dr i v e w a y Commercial Drive 3 Co m m e r c i a l Dr i v e 5 Kirkwood Boulevard (Future Extension) kimley -horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 Traffic Counts and Historical Data Dove Road Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2004 SH 114 WBFR Kirkwood Boulevard TxDOT 4,428 - 2 2009 SH 114 WBFR Kirkwood Boulevard TxDOT 5,739 5.3% 3 2014 SH 114 WBFR Kirkwood Boulevard TxDOT 7,190 4.6% 4 2019 SH 114 WBFR Kirkwood Boulevard KHA 7,628 1.2% Average Growth 2004 - 2019:3.7% SH 114 Westbound Off-Ramp south of Dove Road Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2009 SH 114 WBFR Kirkwood Boulevard TxDOT 3,242 - 2 2010 SH 114 WBFR Kirkwood Boulevard TxDOT 3,798 17.1% 3 2011 SH 114 WBFR Kirkwood Boulevard TxDOT 4,982 31.2% 4 2012 SH 114 WBFR Kirkwood Boulevard TxDOT 4,109 -17.5% 5 2013 SH 114 WBFR Kirkwood Boulevard TxDOT 4,462 8.6% 6 2015 SH 114 WBFR Kirkwood Boulevard TxDOT 6,299 18.8% 7 2019 SH 114 WBFR Kirkwood Boulevard KHA 4,946 -5.9% Average Growth 2009 - 2019:4.3% SH 114 Westbound On-Ramp north of Dove Road Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2009 Dove Road SH 114 WB TxDOT 2,696 - 2 2010 Dove Road SH 114 WB TxDOT 2,952 9.5% 3 2011 Dove Road SH 114 WB TxDOT 3,803 28.8% 4 2012 Dove Road SH 114 WB TxDOT 4,177 9.8% 5 2013 Dove Road SH 114 WB TxDOT 3,355 -19.7% 6 2015 Dove Road SH 114 WB TxDOT 5,459 27.6% Average Growth 2009 - 2015:12.5% SH 114 Westbound frontage road south of Off-Ramp Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2006 White Chapel Boulevard Dove Road TxDOT 1,493 - 2 2007 White Chapel Boulevard Dove Road TxDOT 1,773 18.8% 3 2008 White Chapel Boulevard Dove Road TxDOT 1,789 0.9% 4 2019 White Chapel Boulevard Dove Road KHA 2,533 3.2% Average Growth 2006 - 2019:4.2% SH 114 Eastbound Off-Ramp north of Dove Road Record Year Link Start Link End Source 24-Hour Volume Annual Growth Rate 1 2009 SH 114 EB Dove Road TxDOT 2,522 - 2 2010 SH 114 EB Dove Road TxDOT 2,862 13.5% 3 2011 SH 114 EB Dove Road TxDOT 3,483 21.7% 4 2012 SH 114 EB Dove Road TxDOT 4,010 15.1% 5 2013 SH 114 EB Dove Road TxDOT 3,233 -19.4% 6 2015 SH 114 EB Dove Road TxDOT 3,614 5.7% Average Growth 2009 - 2015:6.2% TIME 0:00 0:15 0:30 0:45 TOTAL Date Began: 0:00 1 1 0 1 3 8/29/2019 1:00 1 2 0 0 3 2:00 1 0 1 1 3 3:00 2 0 0 0 2 4:00 0 1 5 12 18 5:00 6 6 8 26 46 6:00 23 37 46 52 158 7:00 91 137 190 164 582 8:00 136 110 101 92 439 9:00 68 54 48 47 217 10:00 50 32 28 41 151 11:00 46 36 28 40 150 12:00 34 57 40 40 171 13:00 44 65 46 31 186 14:00 53 41 50 58 202 15:00 53 44 50 70 217 16:00 58 41 50 106 255 17:00 67 74 66 58 265 18:00 38 50 42 45 175 19:00 38 35 29 17 119 20:00 35 29 28 17 109 21:00 18 18 9 18 63 22:00 11 13 8 3 35 23:00 7 1 5 2 15 TOTAL: 3584 The A.M. peak hour from 7:15 to 8:15 is 627 The P.M. peak hour from 16:45 to 17:45 is 313 EB Dove Road between SH 114 NBFR and Kirkland Boulevard 0 100 200 300 400 500 600 700 VO L U M E TIME 0:00 0:15 0:30 0:45 TOTAL Date Began: 0:00 6 0 0 1 7 8/29/2019 1:00 0 0 0 0 0 2:00 0 0 0 0 0 3:00 0 0 0 1 1 4:00 0 0 3 7 10 5:00 6 4 8 12 30 6:00 12 15 29 35 91 7:00 61 106 122 120 409 8:00 52 66 48 49 215 9:00 46 48 30 32 156 10:00 40 38 34 38 150 11:00 49 46 69 60 224 12:00 52 58 46 35 191 13:00 38 39 48 34 159 14:00 48 40 34 46 168 15:00 144 75 134 94 447 16:00 145 120 156 142 563 17:00 166 120 106 133 525 18:00 114 77 60 52 303 19:00 53 62 36 36 187 20:00 30 23 26 32 111 21:00 19 17 10 12 58 22:00 7 5 9 4 25 23:00 6 5 2 1 14 TOTAL: 4044 The A.M. peak hour from 7:00 to 8:00 is 409 The P.M. peak hour from 16:30 to 17:30 is 584 WB Dove Road between SH 114 NBFR and Kirkland Boulevard 0 100 200 300 400 500 600 VO L U M E TIME 0:00 0:15 0:30 0:45 TOTAL Date Began: 0:00 4 1 1 0 6 8/29/2019 1:00 1 1 0 0 2 2:00 1 0 1 2 4 3:00 0 0 0 1 1 4:00 0 0 2 3 5 5:00 1 2 4 3 10 6:00 4 12 14 18 48 7:00 14 35 34 44 127 8:00 40 32 29 32 133 9:00 30 39 24 38 131 10:00 31 30 24 30 115 11:00 51 36 32 40 159 12:00 40 47 28 33 148 13:00 38 46 42 37 163 14:00 52 33 39 40 164 15:00 48 30 48 52 178 16:00 53 58 62 60 233 17:00 118 104 102 82 406 18:00 72 50 36 48 206 19:00 40 26 14 22 102 20:00 23 22 33 15 93 21:00 19 19 12 12 62 22:00 11 4 8 4 27 23:00 4 2 3 1 10 TOTAL: 2533 The A.M. peak hour from 7:15 to 8:15 is 153 The P.M. peak hour from 17:00 to 18:00 is 406 NB SH 114 Frontage Road South of Off Ramp 0 50 100 150 200 250 300 350 400 450 VO L U M E TIME 0:00 0:15 0:30 0:45 TOTAL Date Began: 0:00 8 5 6 3 22 8/29/2019 1:00 3 2 0 1 6 2:00 2 2 2 1 7 3:00 1 1 0 0 2 4:00 0 1 2 6 9 5:00 6 7 16 36 65 6:00 25 34 62 98 219 7:00 76 107 126 112 421 8:00 106 121 96 100 423 9:00 92 65 68 70 295 10:00 63 62 50 45 220 11:00 54 55 62 71 242 12:00 90 71 78 72 311 13:00 74 66 58 72 270 14:00 77 80 77 81 315 15:00 86 92 64 110 352 16:00 96 86 93 100 375 17:00 86 83 98 102 369 18:00 112 80 74 64 330 19:00 64 68 51 51 234 20:00 45 50 58 34 187 21:00 29 37 37 42 145 22:00 27 22 19 20 88 23:00 14 9 10 6 39 TOTAL: 4946 The A.M. peak hour from 7:30 to 8:30 is 465 The P.M. peak hour from 17:15 to 18:15 is 395 NB SH 114 Off Ramp South of Dove Road 0 50 100 150 200 250 300 350 400 450 VO L U M E 1. Do ve Ro ad at S H 114 S BFR - T MC T hu Au g 29 , 201 9 Fu ll Le ng th (7 AM-9 AM, 4:3 0 PM-6:3 0 PM) All Clas s e s (Lig h ts , Ar ticulate d T ru cks , Bu s e s and S ing le -Un it T r ucks , Pe d e s t r ians , Bicycle s on Cr os s walk) All Mov e m e n ts I D: 6 8 959 5 , Lo cation : 32 .970 3 95, -9 7.1 594 3 8 Pr o vid e d b y: C. J. He n s ch & As s o ciate s I nc. 521 5 S y cam or e Ave ., Pas ade n a, T X, 7 750 3 , US Le g S H 114 SBF R D o ve Ro a d SH 114 S BF R D o ve Ro a d D ir e c tio n S o u th b o u n d We s tb o u n d No r th b o u n d Ea s tb o u n d T im e R T L U App Pe d *R T L U App Pe d *R T L U App Pe d *R T L U App Pe d *In t 2 0 19 -0 8 -2 9 7 :0 0 AM 12 4 1 2 5 0 7 8 0 0 7 0 2 1 0 9 1 0 0 0 0 0 0 0 9 9 3 5 0 0 13 4 0 3 0 3 7 :15 AM 15 110 2 9 0 15 4 0 0 10 9 13 0 12 2 0 0 0 0 0 0 0 12 7 7 0 0 0 19 7 0 4 7 3 7 :3 0 AM 19 17 1 2 0 0 2 10 0 0 12 4 2 1 1 14 6 0 0 0 0 0 0 0 14 0 10 8 0 0 2 4 8 0 6 0 4 7 :4 5 AM 18 19 4 3 1 0 2 4 3 0 0 13 1 18 0 14 9 0 0 0 0 0 0 0 17 0 8 9 0 0 2 5 9 0 6 5 1 Ho u r ly T o ta l 6 4 5 16 10 5 0 6 8 5 0 0 4 3 4 7 3 1 5 0 8 0 0 0 0 0 0 0 5 3 6 3 0 2 0 0 8 3 8 0 2 0 3 1 8 :0 0 AM 11 14 7 2 8 0 18 6 0 0 8 1 14 0 9 5 0 0 0 0 0 0 0 17 3 6 6 0 0 2 3 9 0 5 2 0 8 :15 AM 2 1 13 4 19 0 17 4 0 0 10 8 12 0 12 0 0 1 0 0 0 1 0 13 9 5 0 0 0 18 9 0 4 8 4 8 :3 0 AM 11 10 6 2 3 0 14 0 0 0 5 9 11 0 7 0 0 2 0 0 0 2 0 10 8 5 9 0 0 16 7 0 3 7 9 8 :4 5 AM 18 5 4 18 0 9 0 0 0 6 0 14 0 7 4 0 1 0 0 0 1 0 10 9 4 1 0 0 15 0 0 3 15 Ho u r ly T o ta l 6 1 4 4 1 8 8 0 5 9 0 0 0 3 0 8 5 1 0 3 5 9 0 4 0 0 0 4 0 5 2 9 2 16 0 0 7 4 5 0 16 9 8 4 :3 0 PM 18 3 7 15 0 7 0 0 0 13 9 10 4 0 2 4 3 0 0 0 0 0 0 0 7 1 5 2 0 0 12 3 0 4 3 6 4 :4 5 PM 2 5 8 3 2 6 0 13 4 0 0 14 7 8 7 0 2 3 4 0 0 0 0 0 0 1 6 7 7 9 0 0 14 6 0 5 14 Ho u r ly T o ta l 4 3 12 0 4 1 0 2 0 4 0 0 2 8 6 19 1 0 4 7 7 0 0 0 0 0 0 1 13 8 13 1 0 0 2 6 9 0 9 5 0 5 :0 0 PM 16 7 5 2 5 0 116 0 0 14 8 10 1 1 2 5 0 0 0 0 0 0 0 0 9 4 5 7 0 0 15 1 0 5 17 5 :15 PM 18 10 3 4 1 0 16 2 0 0 12 6 6 8 0 19 4 0 0 0 0 0 0 0 8 2 4 2 0 0 12 4 0 4 8 0 5 :3 0 PM 11 9 8 3 0 0 13 9 0 0 15 6 6 3 0 2 19 0 0 0 0 0 0 0 8 3 5 9 0 0 14 2 0 5 0 0 5 :4 5 PM 12 4 7 17 0 7 6 0 0 15 5 4 5 0 2 0 0 0 0 0 0 0 0 0 6 8 3 4 0 0 10 2 0 3 7 8 Ho u r ly T o ta l 5 7 3 2 3 113 0 4 9 3 0 0 5 8 5 2 7 7 1 8 6 3 0 0 0 0 0 0 0 3 2 7 19 2 0 0 5 19 0 18 7 5 6 :0 0 PM 14 2 8 12 0 5 4 0 0 17 1 4 1 1 2 13 0 0 0 0 0 0 0 6 7 3 5 0 0 10 2 0 3 6 9 6 :15 PM 16 3 5 19 0 7 0 0 0 10 8 2 3 0 13 1 0 0 0 0 0 0 0 4 9 4 4 0 0 9 3 0 2 9 4 Ho u r ly T o ta l 3 0 6 3 3 1 0 12 4 0 0 2 7 9 6 4 1 3 4 4 0 0 0 0 0 0 0 116 7 9 0 0 19 5 0 6 6 3 T o ta l 2 5 5 14 6 3 3 7 8 0 2 0 9 6 0 0 18 9 2 6 5 6 3 2 5 5 1 0 4 0 0 0 4 1 16 4 6 9 2 0 0 0 2 5 6 6 0 7 2 17 % Ap pr o a c h 12 .2 %6 9 .8 %18 .0 %0 %--0 %7 4 .2 %2 5 .7 %0 .1%--10 0 %0 %0 %0 %--6 4 .1%3 5 .9 %0 %0 %--- % T o ta l 3 .5 %2 0 .3 %5 .2 %0 %2 9 .0 %-0 %2 6 .2 %9 .1%0 %3 5 .3 %-0 .1%0 %0 %0 %0 .1%-2 2 .8 %12 .7 %0 %0 %3 5 .6 %-- Lig hts 2 5 0 14 4 9 3 7 4 0 2 0 7 3 -0 18 6 0 6 4 9 3 2 5 12 -4 0 0 0 4 -16 3 1 9 0 1 0 0 2 5 3 2 -7 12 1 % Lig hts 9 8 .0 %9 9 .0 %9 8 .9 %0 %9 8 .9 %-0 %9 8 .3 %9 8 .9 %10 0 %9 8 .5 %-10 0 %0 %0 %0 %10 0 %-9 9 .1%9 7 .9 %0 %0 %9 8 .7 %-9 8 .7 % Ar tic ula te d T ruc ks 3 5 2 0 10 -0 4 1 0 5 -0 0 0 0 0 -1 5 0 0 6 -2 1 % Ar tic ula te d T ruc ks 1.2 %0 .3 %0 .5 %0 %0 .5 %-0 %0 .2 %0 .2 %0 %0 .2 %-0 %0 %0 %0 %0 %-0 .1%0 .5 %0 %0 %0 .2 %-0 .3 % Bus e s a nd S ing le -Un it T ruc ks 2 9 2 0 13 -0 2 8 6 0 3 4 -0 0 0 0 0 -14 14 0 0 2 8 -7 5 % Bus e s a n d S in g le - Unit T ruc ks 0 .8 %0 .6 %0 .5 %0 %0 .6 %-0 %1.5 %0 .9 %0 %1.3 %-0 %0 %0 %0 %0 %-0 .9 %1.5 %0 %0 %1.1%-1.0 % Pe d e s tr ia n s -----0 -----0 -----1 -----0 % Pe d e s tr ia n s -----------------10 0 %------- Bic yc le s o n Cr o s s wa lk -----0 -----0 -----0 -----0 % Bic yc le s o n Cr o s s wa lk -----------------0 %------- *Pe d e s t r ians an d Bicy cle s o n Cr o s s walk. L: Le ft, R: Rig h t, T : T hr u, U: U-T u r n 1 of 6 1. D o ve Ro ad at S H 114 S BFR - T MC T h u Au g 29 , 20 19 AM Pe ak (7:30 AM - 8 :3 0 AM) - O ve r all Pe ak Hou r All Clas s e s (Lig hts , Ar ticulate d T r ucks , Bus e s an d S ing le -Unit T r ucks , Pe de s tr ians , Bicy cle s on Cr os s walk) All Mo ve m e n ts I D: 689 595 , Lo catio n: 32 .97 0 39 5 , -9 7.1 594 38 Pr o vid e d by : C. J. He n s ch & As s o ciat e s I n c. 5 2 15 S ycam or e Ave ., Pas ad e n a, T X, 775 03, US Le g SH 114 SB FR D o ve Ro a d SH 114 S BF R D o ve Ro a d D ir e c tio n So u th b o u n d We s tb o u n d No r th b o u n d Ea s tb o u n d T im e R T L U Ap p Pe d *R T L U Ap p Pe d *R T L U App P e d *R T L U Ap p Pe d *Int 2 0 19 -0 8 -2 9 7 :3 0 AM 19 17 1 2 0 0 2 10 0 0 12 4 2 1 1 14 6 0 0 0 0 0 0 0 14 0 10 8 0 0 2 4 8 0 6 0 4 7 :4 5 AM 18 19 4 3 1 0 2 4 3 0 0 13 1 18 0 14 9 0 0 0 0 0 0 0 17 0 8 9 0 0 2 5 9 0 6 5 1 8 :0 0 AM 11 14 7 2 8 0 18 6 0 0 8 1 14 0 9 5 0 0 0 0 0 0 0 17 3 6 6 0 0 2 3 9 0 5 2 0 8 :15 AM 2 1 13 4 19 0 17 4 0 0 10 8 12 0 12 0 0 1 0 0 0 1 0 13 9 5 0 0 0 18 9 0 4 8 4 T o ta l 6 9 6 4 6 9 8 0 8 13 0 0 4 4 4 6 5 1 5 10 0 1 0 0 0 1 0 6 2 2 3 13 0 0 9 3 5 0 2 2 5 9 % App ro a c h 8 .5 %7 9 .5 %12 .1%0 %--0 %8 7 .1%12 .7 %0 .2 %--10 0 %0 %0 %0 %--6 6 .5 %3 3 .5 %0 %0 %--- % T o ta l 3 .1%2 8 .6 %4 .3 %0 %3 6 .0 %-0 %19 .7 %2 .9 %0 %2 2 .6 %-0 %0 %0 %0 %0 %-2 7 .5 %13 .9 %0 %0 %4 1.4 %-- P HF 0 .8 2 1 0 .8 3 2 0 .7 9 0 -0 .8 3 6 --0 .8 4 7 0 .7 7 4 0 .2 5 0 0 .8 5 6 -0 .2 5 0 ---0 .2 5 0 -0 .8 9 9 0 .7 2 5 --0 .9 0 3 -0 .8 6 8 Lig h ts 6 5 6 3 8 9 6 0 7 9 9 -0 4 3 3 6 1 1 4 9 5 -1 0 0 0 1 -6 18 3 0 4 0 0 9 2 2 -2 2 17 % Lig h ts 9 4 .2 %9 8 .8 %9 8 .0 %0 %9 8 .3 %-0 %9 7 .5 %9 3 .8 %10 0 %9 7 .1%-10 0 %0 %0 %0 %10 0 %-9 9 .4 %9 7 .1%0 %0 %9 8 .6 %-9 8 .1% Artic ula te d T r uc ks 3 5 1 0 9 -0 1 1 0 2 -0 0 0 0 0 -1 1 0 0 2 -13 % Artic ula te d T r uc ks 4 .3 %0 .8 %1.0 %0 %1.1%-0 %0 .2 %1.5 %0 %0 .4 %-0 %0 %0 %0 %0 %-0 .2 %0 .3 %0 %0 %0 .2 %-0 .6 % Bu s e s a nd S ing le -Unit T r uc ks 1 3 1 0 5 -0 10 3 0 13 -0 0 0 0 0 -3 8 0 0 11 -2 9 % Bus e s a n d S ing le - Unit T r uc ks 1.4 %0 .5 %1.0 %0 %0 .6 %-0 %2 .3 %4 .6 %0 %2 .5 %-0 %0 %0 %0 %0 %-0 .5 %2 .6 %0 %0 %1.2 %-1.3 % Pe d e s tr ian s -----0 -----0 -----0 -----0 % Pe d e s tr ian s ------------------------- Bic ycle s o n Cr o s s wa lk -----0 -----0 -----0 -----0 % Bic ycle s o n Cr o s s wa lk ------------------------- *Pe de s tr ians and Bicycle s o n Cr os s walk. L: Le ft, R: Rig h t, T : T hr u, U: U-T ur n 3 of 6 1. Do ve Ro ad at S H 114 S BFR - T MC T h u Au g 2 9, 2 01 9 PM Pe ak (4:45 PM - 5 :4 5 PM) All Clas s e s (Lig hts , Ar t icu late d T r ucks , Bu s e s an d S in g le -Un it T r u cks , Pe de s tr ians , Bicycle s on Cr o s s walk) All Mov e m e n ts I D: 6 895 9 5, Location: 3 2.970 3 95 , -9 7.15 9 438 Pr o v id e d by : C. J. He n s ch & As s o ciate s I nc. 5 215 S ycam o r e Av e ., Pas ade n a, T X, 77 503 , US Le g S H 114 SBF R D o ve Ro ad SH 114 SBFR D o ve Ro a d D ir e c tio n S o u th b o u n d We s tb o u n d No r th b o u n d Ea s tb o u n d T im e R T L U Ap p P e d *R T L U App Pe d *R T L U App Pe d *R T L U App P e d *Int 2 0 19 -0 8 -2 9 4 :4 5 PM 2 5 8 3 2 6 0 13 4 0 0 14 7 8 7 0 2 3 4 0 0 0 0 0 0 1 6 7 7 9 0 0 14 6 0 5 14 5 :0 0 PM 16 7 5 2 5 0 116 0 0 14 8 10 1 1 2 5 0 0 0 0 0 0 0 0 9 4 5 7 0 0 15 1 0 5 17 5 :15 PM 18 10 3 4 1 0 16 2 0 0 12 6 6 8 0 19 4 0 0 0 0 0 0 0 8 2 4 2 0 0 12 4 0 4 8 0 5 :3 0 PM 11 9 8 3 0 0 13 9 0 0 15 6 6 3 0 2 19 0 0 0 0 0 0 0 8 3 5 9 0 0 14 2 0 5 0 0 T o ta l 7 0 3 5 9 12 2 0 5 5 1 0 0 5 7 7 3 19 1 8 9 7 0 0 0 0 0 0 1 3 2 6 2 3 7 0 0 5 6 3 0 2 0 11 % Appro a c h 12 .7 %6 5 .2 %2 2 .1%0 %--0 %6 4 .3 %3 5 .6 %0 .1%--0 %0 %0 %0 %--5 7 .9 %4 2 .1%0 %0 %--- % T o ta l 3 .5 %17 .9 %6 .1%0 %2 7 .4 %-0 %2 8 .7 %15 .9 %0 %4 4 .6 %-0 %0 %0 %0 %0 %-16 .2 %11.8 %0 %0 %2 8 .0 %-- P HF 0 .7 0 0 0 .8 7 1 0 .7 4 4 -0 .8 5 0 --0 .9 2 5 0 .7 9 0 0 .2 5 0 0 .8 9 7 -------0 .8 6 7 0 .7 5 0 --0 .9 3 2 -0 .9 7 2 Lig hts 7 0 3 5 6 12 1 0 5 4 7 -0 5 7 1 3 17 1 8 8 9 -0 0 0 0 0 -3 2 4 2 3 3 0 0 5 5 7 -19 9 3 % Lig hts 10 0 %9 9 .2 %9 9 .2 %0 %9 9 .3 %-0 %9 9 .0 %9 9 .4 %10 0 %9 9 .1%-0 %0 %0 %0 %--9 9 .4 %9 8 .3 %0 %0 %9 8 .9 %-9 9 .1% Ar tic ula te d T r u c ks 0 0 1 0 1 -0 1 0 0 1 -0 0 0 0 0 -0 1 0 0 1 -3 % Ar tic ula te d T r u c ks 0 %0 %0 .8 %0 %0 .2 %-0 %0 .2 %0 %0 %0 .1%-0 %0 %0 %0 %--0 %0 .4 %0 %0 %0 .2 %-0 .1% Bus e s a nd S in g le -Un it T r u c ks 0 3 0 0 3 -0 5 2 0 7 -0 0 0 0 0 -2 3 0 0 5 -15 % Bu s e s a n d S ing le - Unit T r u c ks 0 %0 .8 %0 %0 %0 .5 %-0 %0 .9 %0 .6 %0 %0 .8 %-0 %0 %0 %0 %--0 .6 %1.3 %0 %0 %0 .9 %-0 .7 % Pe d e s tr ia n s -----0 -----0 -----1 -----0 % Pe d e s tr ia n s -----------------10 0 %------- Bicyc le s o n Cr o s s walk -----0 -----0 -----0 -----0 % Bicyc le s o n Cr o s s walk -----------------0 %------- *Pe d e s tr ian s an d Bicycle s on Cr o s s walk. L: Le ft, R: Rig h t, T : T hr u , U: U-T ur n 5 of 6 2 . Do ve Ro ad at S H 114 NBFR - T MC T hu Aug 29 , 20 19 Fu ll Le n g th (7 AM-9 AM, 4:30 PM-6:30 PM) All Clas s e s (Lig ht s , Ar ticu late d T r u cks , Bus e s and S in g le -Un it T r ucks , Pe de s t r ians , Bicy cle s on Cr os s walk) All Mov e m e nt s I D: 68 86 13 , Lo cation : 32 .9 70 3 77 , -9 7 .1 57 99 7 Pr o vide d b y: C. J. He ns ch & As s o ciate s I nc. 5 21 5 S y cam o r e Ave ., Pas ade na, T X, 77 50 3, US Le g S H 114 NBFR D o ve Ro a d SH 114 NBFR D o ve Ro ad D ir e c tio n S o u th b o u n d We s tb o u n d No r th b o u n d Eas tb o u n d T im e R T L U Ap p P e d *R T L U Ap p P e d *R T L U App Pe d *R T L U Ap p P e d *In t 2 0 19 -0 8 -2 9 7 :0 0 AM 0 0 0 0 0 0 17 5 7 0 0 7 4 0 4 7 11 3 5 1 9 4 0 0 5 0 10 0 6 0 0 2 2 8 7 :15 AM 0 0 0 0 0 0 14 9 3 0 0 10 7 0 7 9 2 2 3 2 1 13 4 0 0 8 2 11 0 9 3 0 3 3 4 7 :3 0 AM 0 0 0 0 0 0 2 3 9 9 0 0 12 2 0 8 4 2 6 4 4 4 15 8 0 0 12 4 11 0 13 5 0 4 15 7 :4 5 AM 0 0 0 0 0 0 2 0 10 4 0 0 12 4 0 8 2 2 8 4 6 3 15 9 0 0 10 1 13 0 114 0 3 9 7 Ho u r ly T o ta l 0 0 0 0 0 0 7 4 3 5 3 0 0 4 2 7 0 2 9 2 8 7 15 7 9 5 4 5 0 0 3 5 7 4 5 0 4 0 2 0 13 7 4 8 :0 0 AM 0 0 0 0 0 0 14 3 9 0 0 5 3 0 5 6 2 4 5 4 1 13 5 0 0 9 1 14 0 10 5 0 2 9 3 8 :15 AM 0 0 0 0 0 0 10 5 9 0 0 6 9 0 6 8 2 1 6 4 4 15 7 0 0 5 8 13 0 7 1 0 2 9 7 8 :3 0 AM 0 0 0 0 0 0 19 3 2 0 0 5 1 0 6 3 2 0 3 6 3 12 2 0 0 7 3 13 0 8 6 0 2 5 9 8 :4 5 AM 0 0 0 0 0 0 14 3 2 0 0 4 6 0 6 0 3 0 4 0 3 13 3 0 0 4 7 14 0 6 1 0 2 4 0 Ho u r ly T o ta l 0 0 0 0 0 0 5 7 16 2 0 0 2 19 0 2 4 7 9 5 19 4 11 5 4 7 0 0 2 6 9 5 4 0 3 2 3 0 10 8 9 4 :3 0 PM 0 0 0 0 0 0 3 0 15 0 0 0 18 0 0 5 4 8 8 4 0 13 7 0 0 4 9 2 0 0 6 9 0 3 8 6 4 :4 5 PM 0 0 0 0 0 1 2 2 12 7 0 0 14 9 0 8 5 1 111 0 17 0 0 0 9 2 11 0 10 3 0 4 2 2 Ho u r ly T o ta l 0 0 0 0 0 1 5 2 2 7 7 0 0 3 2 9 0 13 9 9 19 5 0 3 0 7 0 0 14 1 3 1 0 17 2 0 8 0 8 5 :0 0 PM 0 0 0 0 0 0 3 6 15 2 0 0 18 8 0 9 8 7 9 2 3 19 1 0 0 6 5 14 0 7 9 0 4 5 8 5 :15 PM 0 0 0 0 0 0 3 6 10 4 0 0 14 0 0 5 9 7 10 1 1 2 0 4 0 0 6 6 16 0 8 2 0 4 2 6 5 :3 0 PM 0 0 0 0 0 0 2 6 9 2 0 0 118 0 7 8 0 110 1 19 8 0 0 6 7 2 6 0 9 3 0 4 0 9 5 :4 5 PM 0 0 0 0 0 0 3 6 112 0 0 14 8 0 7 7 8 9 6 1 18 2 0 0 4 1 10 0 5 1 0 3 8 1 Ho u r ly T o ta l 0 0 0 0 0 0 13 4 4 6 0 0 0 5 9 4 0 2 8 3 4 2 3 9 9 6 7 7 5 0 0 2 3 9 6 6 0 3 0 5 0 16 7 4 6 :0 0 PM 0 0 0 0 0 0 2 6 10 6 0 0 13 2 0 7 6 7 10 5 6 18 5 0 0 3 4 15 0 4 9 0 3 6 6 6 :15 PM 0 0 0 0 0 0 2 9 4 7 0 0 7 6 0 5 4 9 9 1 0 14 5 0 0 4 4 18 0 6 2 0 2 8 3 Ho u r ly T o ta l 0 0 0 0 0 0 5 5 15 3 0 0 2 0 8 0 12 116 19 6 6 3 3 0 0 0 7 8 3 3 0 111 0 6 4 9 T o ta l 0 0 0 0 0 1 3 7 2 14 0 5 0 0 17 7 7 0 5 9 2 7 3 9 114 1 3 2 2 5 0 4 0 0 10 8 4 2 2 9 0 13 13 0 5 5 9 4 % Ap pro a c h 0 %0 %0 %0 %--2 0 .9 %7 9 .1%0 %0 %--2 3 .6 %2 9 .5 %4 5 .6 %1.3 %--0 %8 2 .6 %17 .4 %0 %--- % T o ta l 0 %0 %0 %0 %0 %-6 .6 %2 5 .1%0 %0 %3 1.8 %-10 .6 %13 .2 %2 0 .4 %0 .6 %4 4 .8 %-0 %19 .4 %4 .1%0 %2 3 .5 %-- Lig hts 0 0 0 0 0 -3 6 5 13 8 9 0 0 17 5 4 -5 8 8 7 3 4 112 4 3 1 2 4 7 7 -0 10 6 6 2 2 5 0 12 9 1 -5 5 2 2 % Lig hts 0 %0 %0 %0 %--9 8 .1%9 8 .9 %0 %0 %9 8 .7 %-9 9 .3 %9 9 .3 %9 8 .5 %9 6 .9 %9 8 .9 %-0 %9 8 .3 %9 8 .3 %0 %9 8 .3 %-9 8 .7 % Ar tic ula te d T r u c ks 0 0 0 0 0 -0 1 0 0 1 -0 2 3 0 5 -0 1 4 0 5 -11 % Ar tic ula te d T r u c ks 0 %0 %0 %0 %--0 %0 .1%0 %0 %0 .1%-0 %0 .3 %0 .3 %0 %0 .2 %-0 %0 .1%1.7 %0 %0 .4 %-0 .2 % Bu s e s a nd S ing le -Un it T r u c ks 0 0 0 0 0 -7 15 0 0 2 2 -4 3 14 1 2 2 -0 17 0 0 17 -6 1 % Bu s e s a nd S ing le - Un it T r u c ks 0 %0 %0 %0 %--1.9 %1.1%0 %0 %1.2 %-0 .7 %0 .4 %1.2 %3 .1%0 .9 %-0 %1.6 %0 %0 %1.3 %-1.1% P e d e s tr ia n s -----1 -----0 -----0 -----0 % P e d e s tr ia n s -----10 0 %------------------- Bic yc le s o n Cr o s s walk -----0 -----0 -----0 -----0 % Bic yc le s o n Cr o s s walk -----0 %------------------- *Pe de s tr ian s and Bicycle s o n Cr os s walk. L: Le ft , R: Rig h t, T : T h r u, U: U-T ur n 1 of 6 2 . Do ve Ro ad at S H 114 NBFR - T MC T h u Aug 2 9 , 20 1 9 AM Pe ak (7:1 5 AM - 8 :15 AM) All Clas s e s (Lig h ts , Ar t icu late d T r ucks , Bus e s an d S in g le -Un it T r ucks , Pe de s tr ians , Bicy cle s o n Cr os s walk) All Move m e nt s I D: 6 8 861 3 , Lo cation : 3 2.9 70 3 77, -9 7 .1 5 799 7 Pr ovide d b y : C. J. He n s ch & As s ociate s I n c. 5 2 15 S y cam or e Av e ., Pas ade n a, T X, 7 750 3 , US Le g S H 114 NBFR D o ve Ro a d SH 114 NBFR D o ve Ro ad D ir e c tio n S o u th b o u n d We s tb o u n d No r th b o u n d Eas tb o u n d T im e R T L U Ap p Pe d *R T L U Ap p Pe d *R T L U App Pe d *R T L U App Pe d *Int 2 0 19 -0 8 -2 9 7 :15 AM 0 0 0 0 0 0 14 9 3 0 0 10 7 0 7 9 2 2 3 2 1 13 4 0 0 8 2 11 0 9 3 0 3 3 4 7 :3 0 AM 0 0 0 0 0 0 2 3 9 9 0 0 12 2 0 8 4 2 6 4 4 4 15 8 0 0 12 4 11 0 13 5 0 4 15 7 :4 5 AM 0 0 0 0 0 0 2 0 10 4 0 0 12 4 0 8 2 2 8 4 6 3 15 9 0 0 10 1 13 0 114 0 3 9 7 8 :0 0 AM 0 0 0 0 0 0 14 3 9 0 0 5 3 0 5 6 2 4 5 4 1 13 5 0 0 9 1 14 0 10 5 0 2 9 3 T o ta l 0 0 0 0 0 0 7 1 3 3 5 0 0 4 0 6 0 3 0 1 10 0 17 6 9 5 8 6 0 0 3 9 8 4 9 0 4 4 7 0 14 3 9 % App r o a c h 0 %0 %0 %0 %--17 .5 %8 2 .5 %0 %0 %--5 1.4 %17 .1%3 0 .0 %1.5 %--0 %8 9 .0 %11.0 %0 %--- % T o ta l 0 %0 %0 %0 %0 %-4 .9 %2 3 .3 %0 %0 %2 8 .2 %-2 0 .9 %6 .9 %12 .2 %0 .6 %4 0 .7 %-0 %2 7 .7 %3 .4 %0 %3 1.1%-- P HF ------0 .7 7 2 0 .8 0 5 --0 .8 19 -0 .8 9 6 0 .8 9 3 0 .8 15 0 .5 6 3 0 .9 2 1 --0 .8 0 2 0 .8 7 5 -0 .8 2 8 -0 .8 6 7 Lig hts 0 0 0 0 0 -6 8 3 2 8 0 0 3 9 6 -2 9 9 9 9 17 1 8 5 7 7 -0 3 8 8 4 9 0 4 3 7 -14 10 % Lig hts 0 %0 %0 %0 %--9 5 .8 %9 7 .9 %0 %0 %9 7 .5 %-9 9 .3 %9 9 .0 %9 7 .2 %8 8 .9 %9 8 .5 %-0 %9 7 .5 %10 0 %0 %9 7 .8 %-9 8 .0 % Ar tic u la te d T r uc ks 0 0 0 0 0 -0 1 0 0 1 -0 0 0 0 0 -0 1 0 0 1 -2 % Ar tic u la te d T r uc ks 0 %0 %0 %0 %--0 %0 .3 %0 %0 %0 .2 %-0 %0 %0 %0 %0 %-0 %0 .3 %0 %0 %0 .2 %-0 .1% Bus e s a n d S ing le -Un it T r uc ks 0 0 0 0 0 -3 6 0 0 9 -2 1 5 1 9 -0 9 0 0 9 -2 7 % Bus e s a nd S in g le - Un it T r uc ks 0 %0 %0 %0 %--4 .2 %1.8 %0 %0 %2 .2 %-0 .7 %1.0 %2 .8 %11.1%1.5 %-0 %2 .3 %0 %0 %2 .0 %-1.9 % Pe d e s tr ia n s -----0 -----0 -----0 -----0 % Pe d e s tr ia n s ------------------------- Bic yc le s o n Cr o s s wa lk -----0 -----0 -----0 -----0 % Bic yc le s o n Cr o s s wa lk ------------------------- *Pe de s tr ians and Bicycle s on Cr o s s walk. L: Le ft, R: Rig ht, T : T h r u, U: U-T ur n 3 of 6 2 . Do ve Ro ad at S H 114 NBFR - T MC T h u Aug 2 9 , 20 1 9 PM Pe ak (4 :4 5 PM - 5 :4 5 PM) - O ve r all Pe ak Hou r All Clas s e s (Lig h ts , Ar t icu late d T r ucks , Bus e s an d S in g le -Un it T r ucks , Pe de s tr ians , Bicy cle s o n Cr os s walk) All Move m e nt s I D: 6 8 861 3 , Lo cation : 3 2.9 70 3 77, -9 7 .1 5 799 7 Pr ovide d b y : C. J. He n s ch & As s ociate s I n c. 5 2 15 S y cam or e Av e ., Pas ade n a, T X, 7 750 3 , US Le g S H 114 NBFR D o ve Ro ad SH 114 NBFR D o ve Ro a d D ir e c tio n S o u th b o u n d We s tb o u n d No r th b o u n d Ea s tb o u n d T im e R T L U Ap p Pe d *R T L U Ap p Pe d *R T L U App P e d *R T L U App Pe d *Int 2 0 19 -0 8 -2 9 4 :4 5 PM 0 0 0 0 0 1 2 2 12 7 0 0 14 9 0 8 5 1 111 0 17 0 0 0 9 2 11 0 10 3 0 4 2 2 5 :0 0 PM 0 0 0 0 0 0 3 6 15 2 0 0 18 8 0 9 8 7 9 2 3 19 1 0 0 6 5 14 0 7 9 0 4 5 8 5 :15 PM 0 0 0 0 0 0 3 6 10 4 0 0 14 0 0 5 9 7 10 1 1 2 0 4 0 0 6 6 16 0 8 2 0 4 2 6 5 :3 0 PM 0 0 0 0 0 0 2 6 9 2 0 0 118 0 7 8 0 110 1 19 8 0 0 6 7 2 6 0 9 3 0 4 0 9 T o ta l 0 0 0 0 0 1 12 0 4 7 5 0 0 5 9 5 0 2 9 3 15 4 14 5 7 6 3 0 0 2 9 0 6 7 0 3 5 7 0 17 15 % App r o a c h 0 %0 %0 %0 %--2 0 .2 %7 9 .8 %0 %0 %--3 .8 %4 1.3 %5 4 .3 %0 .7 %--0 %8 1.2 %18 .8 %0 %--- % T o ta l 0 %0 %0 %0 %0 %-7 .0 %2 7 .7 %0 %0 %3 4 .7 %-1.7 %18 .4 %2 4 .1%0 .3 %4 4 .5 %-0 %16 .9 %3 .9 %0 %2 0 .8 %-- P HF ------0 .8 3 3 0 .7 8 1 --0 .7 9 1 -0 .8 0 6 0 .8 12 0 .9 3 2 0 .4 17 0 .9 3 5 --0 .7 8 8 0 .6 4 4 -0 .8 6 7 -0 .9 3 6 Lig hts 0 0 0 0 0 -12 0 4 6 9 0 0 5 8 9 -2 9 3 14 4 12 5 7 6 0 -0 2 8 6 6 6 0 3 5 2 -17 0 1 % Lig hts 0 %0 %0 %0 %--10 0 %9 8 .7 %0 %0 %9 9 .0 %-10 0 %9 9 .7 %9 9 .5 %10 0 %9 9 .6 %-0 %9 8 .6 %9 8 .5 %0 %9 8 .6 %-9 9 .2 % Ar tic u la te d T r uc ks 0 0 0 0 0 -0 0 0 0 0 -0 1 1 0 2 -0 0 1 0 1 -3 % Ar tic u la te d T r uc ks 0 %0 %0 %0 %--0 %0 %0 %0 %0 %-0 %0 .3 %0 .2 %0 %0 .3 %-0 %0 %1.5 %0 %0 .3 %-0 .2 % Bus e s a n d S ing le -Un it T r uc ks 0 0 0 0 0 -0 6 0 0 6 -0 0 1 0 1 -0 4 0 0 4 -11 % Bus e s a nd S in g le - Un it T r uc ks 0 %0 %0 %0 %--0 %1.3 %0 %0 %1.0 %-0 %0 %0 .2 %0 %0 .1%-0 %1.4 %0 %0 %1.1%-0 .6 % Pe d e s tr ia n s -----1 -----0 -----0 -----0 % Pe d e s tr ia n s -----10 0 %------------------- Bic yc le s o n Cr o s s wa lk -----0 -----0 -----0 -----0 % Bic yc le s o n Cr o s s wa lk -----0 %------------------- *Pe de s tr ians and Bicycle s on Cr o s s walk. L: Le ft, R: Rig ht, T : T h r u, U: U-T ur n 5 of 6 3 . Do ve Ro ad at Ve riz o n D rive way - T MC T h u Au g 29 , 2 0 1 9 Fu ll Le n g t h (7 AM-9 AM, 4:30 PM-6:30 PM) All Clas s e s (Lig hts , Ar ticu late d T r u cks , Bu s e s an d S in g le -Unit T r u cks , Pe d e s tr ian s , Bicy cle s o n Cr o s s walk) All Mo v e m e nts I D: 6 8 8 6 14 , Lo cation : 32 .9 7 0 3 4 4 , -9 7 .1 56 4 6 1 Pr o v id e d by : C. J. He n s ch & As s o ciate s I n c. 52 1 5 S ycam or e Av e ., Pas ad e n a, T X, 7 75 0 3 , US Le g D o ve Ro a d Ve r iz o n D r ive Ve r iz o n D r ive D ir e c tio n So u th b o u n d We s tb o u n d Ea s tb o u n d T im e R L U Ap p Pe d *R T U App P e d *T L U App P e d *In t 2 0 19 -0 8 -2 9 7 :0 0 AM 14 0 0 14 0 0 7 0 0 7 0 0 9 3 9 0 10 2 0 18 6 7 :15 AM 0 0 1 1 0 0 9 7 0 9 7 0 14 0 19 0 15 9 0 2 5 7 7 :3 0 AM 2 0 1 3 0 0 13 2 0 13 2 0 19 5 15 0 2 10 0 3 4 5 7 :4 5 AM 2 0 0 2 0 0 110 0 110 0 15 9 2 4 0 18 3 0 2 9 5 Ho u r ly T o tal 18 0 2 2 0 0 0 4 0 9 0 4 0 9 0 5 8 7 6 7 0 6 5 4 0 10 8 3 8 :0 0 AM 4 0 0 4 0 0 5 0 0 5 0 0 12 7 18 0 14 5 0 19 9 8 :15 AM 2 0 1 3 0 0 6 6 0 6 6 0 113 14 0 12 7 0 19 6 8 :3 0 AM 2 0 0 2 0 0 4 7 0 4 7 0 10 1 3 4 0 13 5 0 18 4 8 :4 5 AM 1 0 0 1 0 2 4 6 0 4 8 0 8 8 2 0 0 10 8 0 15 7 Ho u r ly T o tal 9 0 1 10 0 2 2 0 9 0 2 11 0 4 2 9 8 6 0 5 15 0 7 3 6 4 :3 0 PM 2 3 2 0 2 5 0 0 16 4 0 16 4 0 4 8 2 0 5 0 0 2 3 9 4 :4 5 PM 16 0 0 16 1 0 13 9 0 13 9 0 10 2 1 0 10 3 0 2 5 8 Ho u r ly T o tal 3 9 2 0 4 1 1 0 3 0 3 0 3 0 3 0 15 0 3 0 15 3 0 4 9 7 5 :0 0 PM 18 2 0 2 0 0 0 16 9 0 16 9 0 7 0 3 0 7 3 0 2 6 2 5 :15 PM 2 2 0 0 2 2 0 0 118 0 118 0 7 1 2 0 7 3 0 2 13 5 :3 0 PM 10 0 1 11 0 0 10 3 0 10 3 0 6 9 1 0 7 0 0 18 4 5 :4 5 PM 16 0 0 16 0 0 13 1 0 13 1 0 5 4 1 0 5 5 0 2 0 2 Ho u r ly T o tal 6 6 2 1 6 9 0 0 5 2 1 0 5 2 1 0 2 6 4 7 0 2 7 1 0 8 6 1 6 :0 0 PM 15 1 0 16 0 0 117 0 117 0 3 4 1 0 3 5 0 16 8 6 :15 PM 2 0 1 3 1 0 7 4 0 7 4 0 4 9 1 0 5 0 0 12 7 Ho u r ly T o tal 17 1 1 19 1 0 19 1 0 19 1 0 8 3 2 0 8 5 0 2 9 5 T o ta l 14 9 5 5 15 9 2 2 16 3 3 0 16 3 5 0 15 13 16 5 0 16 7 8 0 3 4 7 2 % Ap pr o a c h 9 3 .7 %3 .1%3 .1%--0 .1%9 9 .9 %0 %--9 0 .2 %9 .8 %0 %--- % T o ta l 4 .3 %0 .1%0 .1%4 .6 %-0 .1%4 7 .0 %0 %4 7 .1%-4 3 .6 %4 .8 %0 %4 8 .3 %-- Lig hts 14 7 5 5 15 7 -2 16 13 0 16 15 -14 9 2 16 5 0 16 5 7 -3 4 2 9 % Lig hts 9 8 .7 %10 0 %10 0 %9 8 .7 %-10 0 %9 8 .8 %0 %9 8 .8 %-9 8 .6 %10 0 %0 %9 8 .7 %-9 8 .8 % Ar tic u la te d T r u c ks 1 0 0 1 -0 0 0 0 -0 0 0 0 -1 % Ar tic u la te d T r u c ks 0 .7 %0 %0 %0 .6 %-0 %0 %0 %0 %-0 %0 %0 %0 %-0 % Bu s e s a n d S in g le -Unit T r u c ks 1 0 0 1 -0 2 0 0 2 0 -2 1 0 0 2 1 -4 2 % Bu s e s a n d S in g le -Unit T r u c ks 0 .7 %0 %0 %0 .6 %-0 %1.2 %0 %1.2 %-1.4 %0 %0 %1.3 %-1.2 % Pe d e s tr ia n s ----1 ----0 ----0 % Pe d e s tr ia n s ----5 0 .0 %----------- Bic yc le s o n Cr o s s walk ----1 ----0 ----0 % Bic yc le s o n Cr o s s walk ----5 0 .0 %----------- *Pe d e s tr ian s an d Bicy cle s o n Cr os s walk. L: Le ft, R: Rig h t , T : T hr u , U: U-T u r n 1 of 6 3 . Do ve Ro ad at Ve riz o n D rive way - T MC T h u Au g 29 , 2 0 1 9 AM Pe ak (7 :15 AM - 8 :1 5 AM) - O ve r all Pe ak Ho u r All Clas s e s (Lig hts , Ar ticu late d T r u cks , Bu s e s an d S in g le -Unit T r u cks , Pe d e s tr ian s , Bicy cle s o n Cr o s s walk) All Mo v e m e nts I D: 6 8 8 6 14 , Lo cation : 32 .9 7 0 3 4 4 , -9 7 .1 56 4 6 1 Pr o v id e d by : C. J. He n s ch & As s o ciate s I n c. 52 1 5 S ycam or e Av e ., Pas ad e n a, T X, 7 75 0 3 , US Le g D o ve Ro a d Ve r iz o n D r ive Ve r iz o n D r ive D ir e c tio n So u th b o u n d We s tb o u n d Ea s tb o u n d T im e R L U Ap p Pe d *R T U Ap p Pe d *T L U Ap p P e d *In t 2 0 19 -0 8 -2 9 7 :15 AM 0 0 1 1 0 0 9 7 0 9 7 0 14 0 19 0 15 9 0 2 5 7 7 :3 0 AM 2 0 1 3 0 0 13 2 0 13 2 0 19 5 15 0 2 10 0 3 4 5 7 :4 5 AM 2 0 0 2 0 0 110 0 110 0 15 9 2 4 0 18 3 0 2 9 5 8 :0 0 AM 4 0 0 4 0 0 5 0 0 5 0 0 12 7 18 0 14 5 0 19 9 T o ta l 8 0 2 10 0 0 3 8 9 0 3 8 9 0 6 2 1 7 6 0 6 9 7 0 10 9 6 % Appro a c h 8 0 .0 %0 %2 0 .0 %--0 %10 0 %0 %--8 9 .1%10 .9 %0 %--- % T o ta l 0 .7 %0 %0 .2 %0 .9 %-0 %3 5 .5 %0 %3 5 .5 %-5 6 .7 %6 .9 %0 %6 3 .6 %-- P HF 0 .5 0 0 -0 .5 0 0 0 .6 2 5 --0 .7 3 7 -0 .7 3 7 -0 .7 9 6 0 .7 9 2 -0 .8 3 0 -0 .7 9 4 Lig h ts 7 0 2 9 -0 3 8 0 0 3 8 0 -6 10 7 6 0 6 8 6 -10 7 5 % Lig h ts 8 7 .5 %0 %10 0 %9 0 .0 %-0 %9 7 .7 %0 %9 7 .7 %-9 8 .2 %10 0 %0 %9 8 .4 %-9 8 .1% Ar tic u la te d T r uc ks 1 0 0 1 -0 0 0 0 -0 0 0 0 -1 % Ar tic u la te d T r uc ks 12 .5 %0 %0 %10 .0 %-0 %0 %0 %0 %-0 %0 %0 %0 %-0 .1% B u s e s a nd S ing le -Unit T r uc ks 0 0 0 0 -0 9 0 9 -11 0 0 11 -2 0 % B u s e s a nd S ing le -Unit T r uc ks 0 %0 %0 %0 %-0 %2 .3 %0 %2 .3 %-1.8 %0 %0 %1.6 %-1.8 % Pe d e s tr ia n s ----0 ----0 ----0 % Pe d e s tr ia n s ---------------- B ic yc le s o n Cr o s s wa lk ----0 ----0 ----0 % B ic yc le s o n Cr o s s wa lk ---------------- *Pe d e s tr ian s an d Bicy cle s o n Cr os s walk. L: Le ft, R: Rig h t , T : T hr u , U: U-T u r n 3 of 6 3 . Do ve Ro ad at Ve riz o n D rive way - T MC T h u Au g 29 , 2 0 1 9 PM Pe ak (4 :3 0 PM - 5 :3 0 PM) All Clas s e s (Lig hts , Ar ticu late d T r u cks , Bu s e s an d S in g le -Unit T r u cks , Pe d e s tr ian s , Bicy cle s o n Cr o s s walk) All Mo v e m e nts I D: 6 8 8 6 14 , Lo cation : 32 .9 7 0 3 4 4 , -9 7 .1 56 4 6 1 Pr o v id e d by : C. J. He n s ch & As s o ciate s I n c. 52 1 5 S ycam or e Av e ., Pas ad e n a, T X, 7 75 0 3 , US Le g D o ve Ro a d Ve r iz o n D r ive Ve r izo n D r ive D ir e c tio n S o u th b o u n d We s tb o u n d Ea s tb o u n d T im e R L U Ap p Pe d *R T U App Pe d *T L U Ap p P e d *In t 2 0 19 -0 8 -2 9 4 :3 0 PM 2 3 2 0 2 5 0 0 16 4 0 16 4 0 4 8 2 0 5 0 0 2 3 9 4 :4 5 PM 16 0 0 16 1 0 13 9 0 13 9 0 10 2 1 0 10 3 0 2 5 8 5 :0 0 PM 18 2 0 2 0 0 0 16 9 0 16 9 0 7 0 3 0 7 3 0 2 6 2 5 :15 PM 2 2 0 0 2 2 0 0 118 0 118 0 7 1 2 0 7 3 0 2 13 T o ta l 7 9 4 0 8 3 1 0 5 9 0 0 5 9 0 0 2 9 1 8 0 2 9 9 0 9 7 2 % Ap pr o a c h 9 5 .2 %4 .8 %0 %--0 %10 0 %0 %--9 7 .3 %2 .7 %0 %--- % T o ta l 8 .1%0 .4 %0 %8 .5 %-0 %6 0 .7 %0 %6 0 .7 %-2 9 .9 %0 .8 %0 %3 0 .8 %-- P HF 0 .8 5 9 0 .5 0 0 -0 .8 3 0 --0 .8 7 3 -0 .8 7 3 -0 .7 13 0 .6 6 7 -0 .7 2 6 -0 .9 2 7 Lig hts 7 9 4 0 8 3 -0 5 8 5 0 5 8 5 -2 8 7 8 0 2 9 5 -9 6 3 % Lig hts 10 0 %10 0 %0 %10 0 %-0 %9 9 .2 %0 %9 9 .2 %-9 8 .6 %10 0 %0 %9 8 .7 %-9 9 .1% Ar tic ula te d T ru c ks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Ar tic ula te d T ru c ks 0 %0 %0 %0 %-0 %0 %0 %0 %-0 %0 %0 %0 %-0 % Bus e s a n d S in g le -Un it T ru c ks 0 0 0 0 -0 5 0 5 -4 0 0 4 -9 % Bus e s a n d S in g le -Un it T ru c ks 0 %0 %0 %0 %-0 %0 .8 %0 %0 .8 %-1.4 %0 %0 %1.3 %-0 .9 % P e d e s tr ia n s ----1 ----0 ----0 % P e d e s tr ia n s ----10 0 %----------- Bic yc le s o n Cr o s s wa lk ----0 ----0 ----0 % Bic yc le s o n Cr o s s wa lk ----0 %----------- *Pe d e s tr ian s an d Bicy cle s o n Cr os s walk. L: Le ft, R: Rig h t , T : T hr u , U: U-T u r n 5 of 6 4 . D o ve Ro ad at Kirkwo o d Bo u le vard - T MC T h u Au g 29 , 2 0 1 9 Fu ll Le n g t h (7 AM-9 AM, 4:30 PM-6:30 PM) All Clas s e s (Lig hts , Ar ticu late d T r u cks , Bu s e s an d S in g le -Unit T r u cks , Pe d e s tr ian s , Bicy cle s o n Cr o s s walk) All Mo v e m e nts I D: 6 8 8 6 15 , Lo cation : 32 .9 7 0 4 0 5 , -9 7 .1 54 6 5 2 Pr o v id e d by : C. J. He n s ch & As s o ciate s I n c. 52 1 5 S ycam or e Av e ., Pas ad e n a, T X, 7 75 0 3 , US Le g Kir kwo o d Bo u le var d D o ve Ro a d D o ve Ro a d D ir e c tio n S o u th b o u n d We s tb o u n d Ea s tb o u n d T im e R L U App Pe d *R T U App P e d *T L U App P e d *In t 2 0 19 -0 8 -2 9 7 :0 0 AM 18 5 0 2 3 0 8 4 7 0 5 5 0 3 6 5 2 0 8 8 0 16 6 7 :15 AM 3 0 18 0 4 8 0 12 7 2 0 8 4 0 5 0 8 9 0 13 9 0 2 7 1 7 :3 0 AM 3 4 2 3 0 5 7 0 16 9 4 0 110 0 10 6 9 2 0 19 8 0 3 6 5 7 :4 5 AM 2 1 2 3 0 4 4 0 2 5 9 3 0 118 0 6 0 9 8 0 15 8 0 3 2 0 Ho u r ly T o ta l 10 3 6 9 0 17 2 0 6 1 3 0 6 0 3 6 7 0 2 5 2 3 3 1 0 5 8 3 0 112 2 8 :0 0 AM 18 9 0 2 7 0 18 3 2 0 5 0 0 6 5 6 8 0 13 3 0 2 10 8 :15 AM 17 13 0 3 0 0 18 5 0 0 6 8 0 3 6 7 4 0 110 0 2 0 8 8 :3 0 AM 12 6 0 18 0 14 3 8 0 5 2 0 3 6 6 3 0 9 9 0 16 9 8 :4 5 AM 17 4 0 2 1 0 7 3 0 0 3 7 0 3 0 6 0 0 9 0 0 14 8 Ho u r ly T o ta l 6 4 3 2 0 9 6 0 5 7 15 0 0 2 0 7 0 16 7 2 6 5 0 4 3 2 0 7 3 5 4 :3 0 P M 12 0 3 1 0 15 1 0 9 4 3 0 5 2 0 4 0 14 0 5 4 0 2 5 7 4 :4 5 P M 9 7 3 6 0 13 3 1 15 4 4 0 5 9 0 8 9 10 0 9 9 0 2 9 1 Ho u r ly T o ta l 2 17 6 7 0 2 8 4 1 2 4 8 7 0 111 0 12 9 2 4 0 15 3 0 5 4 8 5 :0 0 P M 111 4 3 0 15 4 0 11 5 3 0 6 4 0 6 2 9 0 7 1 0 2 8 9 5 :15 P M 6 4 3 2 0 9 6 0 11 5 5 0 6 6 0 6 5 6 0 7 1 0 2 3 3 5 :3 0 P M 5 8 19 0 7 7 0 18 4 5 0 6 3 0 5 9 10 0 6 9 0 2 0 9 5 :4 5 P M 4 4 15 0 5 9 0 16 8 9 1 10 6 0 4 1 11 0 5 2 0 2 17 Ho u r ly T o ta l 2 7 7 10 9 0 3 8 6 0 5 6 2 4 2 1 2 9 9 0 2 2 7 3 6 0 2 6 3 0 9 4 8 6 :0 0 P M 4 6 12 0 5 8 0 19 7 1 1 9 1 0 3 1 10 0 4 1 0 19 0 6 :15 P M 2 6 10 0 3 6 1 14 4 7 0 6 1 0 3 9 10 0 4 9 0 14 6 Ho u r ly T o ta l 7 2 2 2 0 9 4 1 3 3 118 1 15 2 0 7 0 2 0 0 9 0 0 3 3 6 T o ta l 7 3 3 2 9 9 0 10 3 2 2 2 3 1 9 0 3 2 113 6 0 8 4 5 6 7 6 0 15 2 1 0 3 6 8 9 % App r o a c h 7 1.0 %2 9 .0 %0 %--2 0 .3 %7 9 .5 %0 .2 %--5 5 .6 %4 4 .4 %0 %--- % T o ta l 19 .9 %8 .1%0 %2 8 .0 %-6 .3 %2 4 .5 %0 .1%3 0 .8 %-2 2 .9 %18 .3 %0 %4 1.2 %-- Lig h ts 7 2 6 2 9 7 0 10 2 3 -2 2 4 8 8 9 2 1115 -8 2 7 6 7 2 0 14 9 9 -3 6 3 7 % Lig h ts 9 9 .0 %9 9 .3 %0 %9 9 .1%-9 7 .0 %9 8 .4 %10 0 %9 8 .2 %-9 7 .9 %9 9 .4 %0 %9 8 .6 %-9 8 .6 % Ar tic u la te d T r uc ks 0 0 0 0 -0 1 0 1 -1 0 0 1 -2 % Ar tic u la te d T r uc ks 0 %0 %0 %0 %-0 %0 .1%0 %0 .1%-0 .1%0 %0 %0 .1%-0 .1% Bu s e s a nd S ing le -Un it T r uc ks 7 2 0 9 -7 13 0 2 0 -17 4 0 2 1 -5 0 % Bu s e s a nd S ing le -Un it T r uc ks 1.0 %0 .7 %0 %0 .9 %-3 .0 %1.4 %0 %1.8 %-2 .0 %0 .6 %0 %1.4 %-1.4 % P e d e s tr ia n s ----1 ----0 ----0 % P e d e s tr ia n s ----5 0 .0 %----------- Bicyc le s o n Cr o s s wa lk ----1 ----0 ----0 % Bicyc le s o n Cr o s s wa lk ----5 0 .0 %----------- *Pe d e s tr ian s an d Bicy cle s o n Cr os s walk. L: Le ft, R: Rig h t , T : T hr u , U: U-T u r n 1 of 6 4 . D o ve Ro ad at Kirkwo o d Bo u le vard - T MC T h u Au g 29 , 2 0 1 9 AM Pe ak (7 :15 AM - 8 :1 5 AM) - O ve r all Pe ak Ho u r All Clas s e s (Lig hts , Ar ticu late d T r u cks , Bu s e s an d S in g le -Unit T r u cks , Pe d e s tr ian s , Bicy cle s o n Cr o s s walk) All Mo v e m e nts I D: 6 8 8 6 15 , Lo cation : 32 .9 7 0 4 0 5 , -9 7 .1 54 6 5 2 Pr o v id e d by : C. J. He n s ch & As s o ciate s I n c. 52 1 5 S ycam or e Av e ., Pas ad e n a, T X, 7 75 0 3 , US Le g Kir kwo o d Bo u le va r d D o ve Ro a d D o ve Ro a d D ir e c tio n S o u th b o u n d We s tb o u n d Ea s tb o u n d T im e R L U Ap p Pe d *R T U Ap p Pe d *T L U App P e d *In t 2 0 19 -0 8 -2 9 7 :15 AM 3 0 18 0 4 8 0 12 7 2 0 8 4 0 5 0 8 9 0 13 9 0 2 7 1 7 :3 0 AM 3 4 2 3 0 5 7 0 16 9 4 0 110 0 10 6 9 2 0 19 8 0 3 6 5 7 :4 5 AM 2 1 2 3 0 4 4 0 2 5 9 3 0 118 0 6 0 9 8 0 15 8 0 3 2 0 8 :0 0 AM 18 9 0 2 7 0 18 3 2 0 5 0 0 6 5 6 8 0 13 3 0 2 10 T o ta l 10 3 7 3 0 17 6 0 7 1 2 9 1 0 3 6 2 0 2 8 1 3 4 7 0 6 2 8 0 116 6 % App r o a c h 5 8 .5 %4 1.5 %0 %--19 .6 %8 0 .4 %0 %--4 4 .7 %5 5 .3 %0 %--- % T o ta l 8 .8 %6 .3 %0 %15 .1%-6 .1%2 5 .0 %0 %3 1.0 %-2 4 .1%2 9 .8 %0 %5 3 .9 %-- P HF 0 .7 5 7 0 .7 9 3 -0 .7 7 2 -0 .7 10 0 .7 7 4 -0 .7 6 7 -0 .6 6 3 0 .8 8 5 -0 .7 9 3 -0 .7 9 9 Lig h ts 10 1 7 3 0 17 4 -6 7 2 8 3 0 3 5 0 -2 7 0 3 4 6 0 6 16 -114 0 % Lig h ts 9 8 .1%10 0 %0 %9 8 .9 %-9 4 .4 %9 7 .3 %0 %9 6 .7 %-9 6 .1%9 9 .7 %0 %9 8 .1%-9 7 .8 % Ar tic u la te d T r uc ks 0 0 0 0 -0 1 0 1 -1 0 0 1 -2 % Ar tic u la te d T r uc ks 0 %0 %0 %0 %-0 %0 .3 %0 %0 .3 %-0 .4 %0 %0 %0 .2 %-0 .2 % Bu s e s a nd S ing le -Un it T r uc ks 2 0 0 2 -4 7 0 11 -10 1 0 11 -2 4 % Bu s e s a nd S ing le -Un it T r uc ks 1.9 %0 %0 %1.1%-5 .6 %2 .4 %0 %3 .0 %-3 .6 %0 .3 %0 %1.8 %-2 .1% P e d e s tr ia n s ----0 ----0 ----0 % P e d e s tr ia n s ---------------- Bic yc le s o n Cr o s s wa lk ----0 ----0 ----0 % Bic yc le s o n Cr o s s wa lk ---------------- *Pe d e s tr ian s an d Bicy cle s o n Cr os s walk. L: Le ft, R: Rig h t , T : T hr u , U: U-T u r n 3 of 6 4 . D o ve Ro ad at Kirkwo o d Bo u le vard - T MC T h u Au g 29 , 2 0 1 9 PM Pe ak (4 :3 0 PM - 5 :3 0 PM) All Clas s e s (Lig hts , Ar ticu late d T r u cks , Bu s e s an d S in g le -Unit T r u cks , Pe d e s tr ian s , Bicy cle s o n Cr o s s walk) All Mo v e m e nts I D: 6 8 8 6 15 , Lo cation : 32 .9 7 0 4 0 5 , -9 7 .1 54 6 5 2 Pr o v id e d by : C. J. He n s ch & As s o ciate s I n c. 52 1 5 S ycam or e Av e ., Pas ad e n a, T X, 7 75 0 3 , US Le g Kir kwo o d Bo u le va r d D o ve Ro a d D o ve Ro a d D ir e c tio n So u th b o u n d We s tb o u n d Ea s tb o u n d T im e R L U Ap p P e d *R T U App P e d *T L U App P e d *In t 2 0 19 -0 8 -2 9 4 :3 0 PM 12 0 3 1 0 15 1 0 9 4 3 0 5 2 0 4 0 14 0 5 4 0 2 5 7 4 :4 5 PM 9 7 3 6 0 13 3 1 15 4 4 0 5 9 0 8 9 10 0 9 9 0 2 9 1 5 :0 0 PM 111 4 3 0 15 4 0 11 5 3 0 6 4 0 6 2 9 0 7 1 0 2 8 9 5 :15 PM 6 4 3 2 0 9 6 0 11 5 5 0 6 6 0 6 5 6 0 7 1 0 2 3 3 T o ta l 3 9 2 14 2 0 5 3 4 1 4 6 19 5 0 2 4 1 0 2 5 6 3 9 0 2 9 5 0 10 7 0 % Ap pr o a c h 7 3 .4 %2 6 .6 %0 %--19 .1%8 0 .9 %0 %--8 6 .8 %13 .2 %0 %--- % T o ta l 3 6 .6 %13 .3 %0 %4 9 .9 %-4 .3 %18 .2 %0 %2 2 .5 %-2 3 .9 %3 .6 %0 %2 7 .6 %-- P HF 0 .8 17 0 .8 2 6 -0 .8 6 7 -0 .7 6 7 0 .8 8 6 -0 .9 13 -0 .7 19 0 .6 9 6 -0 .7 4 5 -0 .9 19 Lig hts 3 8 8 14 0 0 5 2 8 -4 5 19 4 0 2 3 9 -2 5 3 3 8 0 2 9 1 -10 5 8 % Lig hts 9 9 .0 %9 8 .6 %0 %9 8 .9 %-9 7 .8 %9 9 .5 %0 %9 9 .2 %-9 8 .8 %9 7 .4 %0 %9 8 .6 %-9 8 .9 % Ar tic u la te d T r u c ks 0 0 0 0 -0 0 0 0 -0 0 0 0 -0 % Ar tic u la te d T r u c ks 0 %0 %0 %0 %-0 %0 %0 %0 %-0 %0 %0 %0 %-0 % Bu s e s a n d S in g le -Unit T r u c ks 4 2 0 6 -1 1 0 2 -3 1 0 4 -12 % Bu s e s a n d S in g le -Unit T r u c ks 1.0 %1.4 %0 %1.1%-2 .2 %0 .5 %0 %0 .8 %-1.2 %2 .6 %0 %1.4 %-1.1% Pe d e s tr ia n s ----1 ----0 ----0 % Pe d e s tr ia n s ----10 0 %----------- Bic yc le s o n Cr o s s walk ----0 ----0 ----0 % Bic yc le s o n Cr o s s walk ----0 %----------- *Pe d e s tr ian s an d Bicy cle s o n Cr os s walk. L: Le ft, R: Rig h t , T : T hr u , U: U-T u r n 5 of 6 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2019 Existing Traffic Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 313 622 65 444 0 0 0 0 98 646 69 Future Volume (vph)0 313 622 65 444 0 0 0 0 98 646 69 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.900 0.986 Flt Protected 0.994 0.950 0.999 Satd. Flow (prot)0 3185 0 0 3518 0 0 0 0 1610 3339 0 Flt Permitted 0.554 0.950 0.999 Satd. Flow (perm)0 3185 0 0 1961 0 0 0 0 1610 3339 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)365 8 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 223 1403 Travel Time (s)6.1 8.4 5.1 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 340 676 71 483 0 0 0 0 107 702 75 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 1016 0 0 554 0 0 0 0 96 788 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)49.0 42.0 Total Split (%)35.0%30.0% Maximum Green (s)42.0 35.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)42.5 77.0 41.5 41.5 Actuated g/C Ratio 0.30 0.55 0.30 0.30 v/c Ratio 0.91dr 0.38 0.20 0.79 Control Delay 35.6 2.9 38.3 51.7 Queue Delay 0.0 0.1 0.0 0.0 Total Delay 35.6 3.0 38.3 51.7 LOS D A D D Approach Delay 35.6 3.0 50.2 Approach LOS D A D Queue Length 50th (ft)310 14 72 360 Queue Length 95th (ft)403 11 125 444 Internal Link Dist (ft)232 349 143 1323 Turn Bay Length (ft)350 Base Capacity (vph)1220 1474 470 981 Starvation Cap Reductn 0 135 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.83 0.41 0.20 0.80 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 33.5 Intersection LOS: C Intersection Capacity Utilization 78.9%ICU Level of Service D Analysis Period (min) 15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 4 Splits and Phases: 1: Dove/Dove Rd & SH 114 EBFR Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 5 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)40.0 80.0 30.0 21.0 9.0 9.0 Total Split (%)29%57%21%15%6%6% Maximum Green (s)32.5 73.0 23.0 13.5 1.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)49 398 0 0 335 71 176 100 301 0 0 0 Future Volume (vph)49 398 0 0 335 71 176 100 301 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 0.91 0.91 0.95 1.00 1.00 1.00 Frt 0.974 0.892 Flt Protected 0.995 0.950 0.998 Satd. Flow (prot)0 3522 0 0 3447 0 1610 3018 0 0 0 0 Flt Permitted 0.915 0.950 0.998 Satd. Flow (perm)0 3238 0 0 3447 0 1610 3018 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)15 327 Link Speed (mph)35 35 50 30 Link Distance (ft)429 505 202 1435 Travel Time (s)8.4 9.8 2.8 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)53 433 0 0 364 77 191 109 327 0 0 0 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 486 0 0 441 0 172 455 0 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Split NA Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 Detector Phase 5 5 6 6 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)23.0 28.0 Total Split (s)80.0 30.0 Total Split (%)57.1%21.4% Maximum Green (s)73.0 23.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode None C-Max Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)96.0 23.9 22.5 22.5 Actuated g/C Ratio 0.69 0.17 0.16 0.16 v/c Ratio 0.21 0.73 0.67 0.60 Control Delay 2.0 51.0 68.9 18.7 Queue Delay 0.1 0.0 0.0 0.0 Total Delay 2.2 51.0 68.9 18.7 LOS A D E B Approach Delay 2.2 51.0 32.5 Approach LOS A D C Queue Length 50th (ft)18 200 163 57 Queue Length 95th (ft)m20 265 256 118 Internal Link Dist (ft)349 425 122 1355 Turn Bay Length (ft) Base Capacity (vph)2389 600 246 739 Starvation Cap Reductn 895 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.33 0.73 0.70 0.62 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 28.2 Intersection LOS: C Intersection Capacity Utilization 53.6%ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 WBFR Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)42.0 49.0 40.0 21.0 9.0 9.0 Total Split (%)30%35%29%15%6%6% Maximum Green (s)35.0 42.0 32.5 13.5 1.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 11 Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)347 281 0 291 71 73 103 Future Volume (vph)347 281 0 291 71 73 103 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 100 0 265 0 Storage Lanes 1 1 0 1 2 Taper Length (ft)80 80 80 Lane Util. Factor 0.97 1.00 1.00 0.95 0.95 1.00 0.88 Frt 0.971 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)3433 1863 1863 3437 0 1770 2787 Flt Permitted 0.507 0.950 Satd. Flow (perm)1832 1863 1863 3437 0 1770 2787 Right Turn on Red Yes Yes Satd. Flow (RTOR)43 112 Link Speed (mph)35 35 30 Link Distance (ft)548 692 1113 Travel Time (s)10.7 13.5 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)377 305 0 316 77 79 112 Shared Lane Traffic (%) Lane Group Flow (vph)377 305 0 393 0 79 112 Enter Blocked Intersection No No No No No No No Lane Alignment Left Left R NA Left Right Left Right Median Width(ft)24 24 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 Number of Detectors 1 2 1 2 1 1 Detector Template Left Thru Left Thru Left Right Leading Detector (ft)20 100 20 100 20 20 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 Detector 2 Size(ft)6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type D.P+P NA Perm NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 6 4 Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 12 Lane Group EBL EBT WBU WBT WBR SBL SBR Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 Total Split (s)24.0 50.0 26.0 26.0 20.0 20.0 Total Split (%)34.3% 71.4% 37.1% 37.1%28.6% 28.6% Maximum Green (s)18.0 44.0 20.0 20.0 14.0 14.0 Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode C-Max C-Max Max Max None None Walk Time (s)4.0 4.0 Flash Dont Walk (s)26.0 26.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)46.6 53.8 20.0 7.5 7.5 Actuated g/C Ratio 0.67 0.77 0.29 0.11 0.11 v/c Ratio 0.21 0.21 0.39 0.42 0.28 Control Delay 2.9 3.1 19.1 35.0 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 2.9 3.1 19.1 35.0 8.2 LOS A A B D A Approach Delay 3.0 19.1 19.3 Approach LOS A B B Queue Length 50th (ft)28 50 62 32 0 Queue Length 95th (ft)40 75 98 68 22 Internal Link Dist (ft)468 612 1033 Turn Bay Length (ft)80 265 Base Capacity (vph)1826 1430 1012 354 647 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.21 0.21 0.39 0.22 0.17 Intersection Summary Area Type:Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 27 (39%), Referenced to phase 2:EBT and 5:EBL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 39.3%ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Dove Rd & Kirkwood Blvd HCM 6th TWSC 3: Dove Rd & Verizon Driveway 09/13/2019 LifeTime Fitness - Southlake TIA 12:00 am 09/04/2019 Existing Conditions - AM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 76 621 389 0 0 8 Future Vol, veh/h 76 621 389 0 0 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 130 ---0 0 Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 83 675 423 0 0 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 423 0 -0 927 212 Stage 1 ---- 423 - Stage 2 ---- 504 - Critical Hdwy 4.14 --- 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 - Follow-up Hdwy 2.22 --- 3.52 3.32 Pot Cap-1 Maneuver 1133 --- 267 793 Stage 1 ---- 629 - Stage 2 ---- 572 - Platoon blocked, %--- Mov Cap-1 Maneuver 1133 --- 248 793 Mov Cap-2 Maneuver ---- 354 - Stage 1 ---- 583 - Stage 2 ---- 572 - Approach EB WB SB HCM Control Delay, s 0.9 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1SBLn2 Capacity (veh/h)1133 ---- 793 HCM Lane V/C Ratio 0.073 ---- 0.011 HCM Control Delay (s)8.4 ---0 9.6 HCM Lane LOS A ---A A HCM 95th %tile Q(veh)0.2 ----0 LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 237 326 319 577 0 0 0 0 122 359 70 Future Volume (vph)0 237 326 319 577 0 0 0 0 122 359 70 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.913 0.976 Flt Protected 0.982 0.950 0.999 Satd. Flow (prot)0 3231 0 0 3476 0 0 0 0 1610 3306 0 Flt Permitted 0.534 0.950 0.999 Satd. Flow (perm)0 3231 0 0 1890 0 0 0 0 1610 3306 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)192 11 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 205 1403 Travel Time (s)6.1 8.4 4.7 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 258 354 347 627 0 0 0 0 133 390 76 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 612 0 0 974 0 0 0 0 120 479 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)27.0 99.0 Total Split (%)18.0%66.0% Maximum Green (s)20.0 92.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)38.1 112.0 16.5 16.5 Actuated g/C Ratio 0.25 0.75 0.11 0.11 v/c Ratio 0.63 0.44 0.68 1.28 Control Delay 37.8 4.0 83.6 196.3 Queue Delay 0.0 0.1 0.0 0.0 Total Delay 37.8 4.1 83.6 196.3 LOS D A F F Approach Delay 37.8 4.1 173.8 Approach LOS D A F Queue Length 50th (ft)194 90 126 ~321 Queue Length 95th (ft)284 8 #219 #447 Internal Link Dist (ft)232 349 125 1323 Turn Bay Length (ft)350 Base Capacity (vph)964 2472 177 373 Starvation Cap Reductn 0 425 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.63 0.48 0.68 1.28 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.28 Intersection Signal Delay: 60.0 Intersection LOS: E Intersection Capacity Utilization 70.6%ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)15.0 33.0 54.0 54.0 9.0 9.0 Total Split (%)10%22%36%36%6%6% Maximum Green (s)7.5 26.0 47.0 46.5 1.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)67 290 0 0 475 120 414 315 29 0 0 0 Future Volume (vph)67 290 0 0 475 120 414 315 29 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 0.91 0.91 0.95 1.00 1.00 1.00 Frt 0.970 0.991 Flt Protected 0.991 0.950 0.984 Satd. Flow (prot)0 3507 0 0 3433 0 1610 3306 0 0 0 0 Flt Permitted 0.662 0.950 0.984 Satd. Flow (perm)0 2343 0 0 3433 0 1610 3306 0 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)22 4 Link Speed (mph)35 35 50 30 Link Distance (ft)429 512 221 1435 Travel Time (s)8.4 10.0 3.0 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)73 315 0 0 516 130 450 342 32 0 0 0 Shared Lane Traffic (%)40% Lane Group Flow (vph)0 388 0 0 646 0 270 554 0 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Thru Left Thru Leading Detector (ft)20 100 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Split NA Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 Detector Phase 5 5 6 6 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Minimum Split (s)23.0 28.0 Total Split (s)33.0 54.0 Total Split (%)22.0%36.0% Maximum Green (s)26.0 47.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode None C-Max Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)85.8 47.0 42.7 42.7 Actuated g/C Ratio 0.57 0.31 0.28 0.28 v/c Ratio 0.24 0.59 0.59 0.59 Control Delay 5.4 44.2 50.7 47.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 5.4 44.2 50.7 47.7 LOS A D D D Approach Delay 5.4 44.2 48.7 Approach LOS A D D Queue Length 50th (ft)25 272 251 255 Queue Length 95th (ft)m43 355 325 290 Internal Link Dist (ft)349 432 141 1355 Turn Bay Length (ft) Base Capacity (vph)1640 1090 512 1054 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.24 0.59 0.53 0.53 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.28 Intersection Signal Delay: 38.1 Intersection LOS: D Intersection Capacity Utilization 59.3%ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)99.0 27.0 15.0 54.0 9.0 9.0 Total Split (%)66%18%10%36%6%6% Maximum Green (s)92.0 20.0 7.5 46.5 1.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 11 Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)39 256 0 195 46 142 392 Future Volume (vph)39 256 0 195 46 142 392 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 100 0 265 0 Storage Lanes 1 1 0 1 2 Taper Length (ft)80 80 80 Lane Util. Factor 0.97 1.00 1.00 0.95 0.95 1.00 0.88 Frt 0.971 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)3433 1863 1863 3437 0 1770 2787 Flt Permitted 0.590 0.950 Satd. Flow (perm)2132 1863 1863 3437 0 1770 2787 Right Turn on Red Yes Yes Satd. Flow (RTOR)46 426 Link Speed (mph)35 35 30 Link Distance (ft)541 692 1113 Travel Time (s)10.5 13.5 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)42 278 0 212 50 154 426 Shared Lane Traffic (%) Lane Group Flow (vph)42 278 0 262 0 154 426 Enter Blocked Intersection No No No No No No No Lane Alignment Left Left R NA Left Right Left Right Median Width(ft)24 24 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 Number of Detectors 1 2 1 2 1 1 Detector Template Left Thru Left Thru Left Right Leading Detector (ft)20 100 20 100 20 20 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 Detector 2 Size(ft)6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type D.P+P NA Perm NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 6 4 LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 12 Lane Group EBL EBT WBU WBT WBR SBL SBR Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 Total Split (s)10.0 47.0 37.0 37.0 28.0 28.0 Total Split (%)13.3% 62.7% 49.3% 49.3%37.3% 37.3% Maximum Green (s)4.0 41.0 31.0 31.0 22.0 22.0 Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max C-Max None None Walk Time (s)4.0 4.0 Flash Dont Walk (s)26.0 26.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)48.5 52.1 45.5 10.9 10.9 Actuated g/C Ratio 0.65 0.69 0.61 0.15 0.15 v/c Ratio 0.03 0.21 0.12 0.60 0.55 Control Delay 2.7 3.1 7.0 39.2 6.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 2.7 3.1 7.0 39.2 6.0 LOS A A A D A Approach Delay 3.1 7.0 14.8 Approach LOS A A B Queue Length 50th (ft)1 12 23 68 0 Queue Length 95th (ft)m5 44 47 117 38 Internal Link Dist (ft)461 612 1033 Turn Bay Length (ft)80 265 Base Capacity (vph)1461 1294 2103 519 1118 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.03 0.21 0.12 0.30 0.38 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 63 (84%), Referenced to phase 2:EBT and 6:EBWB, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 34.6%ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA Existing Conditions - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA Existing Conditions - PM HCM 6th TWSC 3: Dove Rd & Verizon Driveway LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 Existing Conditions - PM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 291 590 0 4 79 Future Vol, veh/h 8 291 590 0 4 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 130 ---0 0 Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 9 316 641 0 4 86 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 641 0 -0 817 321 Stage 1 ---- 641 - Stage 2 ---- 176 - Critical Hdwy 4.14 --- 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 - Follow-up Hdwy 2.22 --- 3.52 3.32 Pot Cap-1 Maneuver 939 --- 314 675 Stage 1 ---- 487 - Stage 2 ---- 837 - Platoon blocked, %--- Mov Cap-1 Maneuver 939 --- 311 675 Mov Cap-2 Maneuver ---- 401 - Stage 1 ---- 482 - Stage 2 ---- 837 - Approach EB WB SB HCM Control Delay, s 0.2 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1SBLn2 Capacity (veh/h)939 --- 401 675 HCM Lane V/C Ratio 0.009 --- 0.011 0.127 HCM Control Delay (s)8.9 --- 14.1 11.1 HCM Lane LOS A ---B B HCM 95th %tile Q(veh)0 ---0 0.4 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2022 Background Traffic LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 373 741 77 529 0 0 0 0 117 769 82 Future Volume (vph)0 373 741 77 529 0 0 0 0 117 769 82 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.900 0.986 Flt Protected 0.994 0.950 0.999 Satd. Flow (prot)0 3185 0 0 3518 0 0 0 0 1610 3339 0 Flt Permitted 0.499 0.950 0.999 Satd. Flow (perm)0 3185 0 0 1766 0 0 0 0 1610 3339 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)365 8 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 223 1403 Travel Time (s)6.1 8.4 5.1 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 405 805 84 575 0 0 0 0 127 836 89 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 1210 0 0 659 0 0 0 0 114 938 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)49.0 42.0 Total Split (%)35.0%30.0% Maximum Green (s)42.0 35.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)43.1 77.0 41.5 41.5 Actuated g/C Ratio 0.31 0.55 0.30 0.30 v/c Ratio 1.08dr 0.47 0.24 0.94 Control Delay 55.1 3.2 39.0 65.4 Queue Delay 0.0 0.1 0.0 0.0 Total Delay 55.1 3.2 39.0 65.4 LOS E A D E Approach Delay 55.1 3.2 62.5 Approach LOS E A E Queue Length 50th (ft)445 48 86 456 Queue Length 95th (ft)#611 54 146 #596 Internal Link Dist (ft)232 349 143 1323 Turn Bay Length (ft)350 Base Capacity (vph)1232 1422 477 995 Starvation Cap Reductn 0 90 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.98 0.49 0.24 0.94 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 46.1 Intersection LOS: D Intersection Capacity Utilization 90.6%ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)40.0 80.0 30.0 21.0 9.0 9.0 Total Split (%)29%57%21%15%6%6% Maximum Green (s)32.5 73.0 23.0 13.5 1.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 1: Dove/Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Dove/Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)58 474 0 0 399 85 210 119 358 0 0 0 Future Volume (vph)58 474 0 0 399 85 210 119 358 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.995 0.950 0.977 Satd. Flow (prot)0 3522 0 0 3539 1583 1610 3312 1583 0 0 0 Flt Permitted 0.898 0.950 0.977 Satd. Flow (perm)0 3178 0 0 3539 1583 1610 3312 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)206 389 Link Speed (mph)35 35 50 30 Link Distance (ft)429 505 202 1435 Travel Time (s)8.4 9.8 2.8 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)63 515 0 0 434 92 228 129 389 0 0 0 Shared Lane Traffic (%)49% Lane Group Flow (vph)0 578 0 0 434 92 116 241 389 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)80.0 30.0 30.0 Total Split (%)57.1%21.4% 21.4% Maximum Green (s)73.0 23.0 23.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)96.1 23.0 23.0 22.4 22.4 22.4 Actuated g/C Ratio 0.69 0.16 0.16 0.16 0.16 0.16 v/c Ratio 0.24 0.75 0.21 0.45 0.45 0.67 Control Delay 1.9 53.2 4.4 59.6 56.4 11.1 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 2.1 53.2 4.4 59.6 56.4 11.1 LOS A D A E E B Approach Delay 2.1 44.7 33.3 Approach LOS A D C Queue Length 50th (ft)20 202 3 106 110 0 Queue Length 95th (ft)m21 267 19 178 157 101 Internal Link Dist (ft)349 425 122 1355 Turn Bay Length (ft)100 Base Capacity (vph)2361 581 432 235 484 563 Starvation Cap Reductn 873 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.75 0.21 0.49 0.50 0.69 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 26.8 Intersection LOS: C Intersection Capacity Utilization 50.0%ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)42.0 49.0 40.0 21.0 9.0 9.0 Total Split (%)30%35%29%15%6%6% Maximum Green (s)35.0 42.0 32.5 13.5 1.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 11 Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)413 335 0 347 85 87 123 Future Volume (vph)413 335 0 347 85 87 123 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 100 0 265 0 Storage Lanes 1 1 0 1 2 Taper Length (ft)80 80 80 Lane Util. Factor 0.97 1.00 1.00 0.95 0.95 1.00 0.88 Frt 0.971 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)3433 1863 1863 3437 0 1770 2787 Flt Permitted 0.436 0.950 Satd. Flow (perm)1576 1863 1863 3437 0 1770 2787 Right Turn on Red Yes Yes Satd. Flow (RTOR)43 134 Link Speed (mph)35 35 30 Link Distance (ft)548 692 1113 Travel Time (s)10.7 13.5 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)449 364 0 377 92 95 134 Shared Lane Traffic (%) Lane Group Flow (vph)449 364 0 469 0 95 134 Enter Blocked Intersection No No No No No No No Lane Alignment Left Left R NA Left Right Left Right Median Width(ft)24 24 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 Number of Detectors 1 2 1 2 1 1 Detector Template Left Thru Left Thru Left Right Leading Detector (ft)20 100 20 100 20 20 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 Detector 2 Size(ft)6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type D.P+P NA Perm NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 6 4 LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 12 Lane Group EBL EBT WBU WBT WBR SBL SBR Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 Total Split (s)24.0 50.0 26.0 26.0 20.0 20.0 Total Split (%)34.3% 71.4% 37.1% 37.1%28.6% 28.6% Maximum Green (s)18.0 44.0 20.0 20.0 14.0 14.0 Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode C-Max C-Max Max Max None None Walk Time (s)4.0 4.0 Flash Dont Walk (s)26.0 26.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)46.0 53.2 20.0 8.1 8.1 Actuated g/C Ratio 0.66 0.76 0.29 0.12 0.12 v/c Ratio 0.26 0.26 0.46 0.46 0.30 Control Delay 3.7 3.8 20.4 35.5 7.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 3.7 3.8 20.4 35.5 7.5 LOS A A C D A Approach Delay 3.7 20.4 19.1 Approach LOS A C B Queue Length 50th (ft)35 64 78 39 0 Queue Length 95th (ft)56 109 120 77 23 Internal Link Dist (ft)468 612 1033 Turn Bay Length (ft)80 265 Base Capacity (vph)1725 1416 1012 354 664 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.26 0.26 0.46 0.27 0.20 Intersection Summary Area Type:Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 27 (39%), Referenced to phase 2:EBT and 5:EBL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 43.9%ICU Level of Service A Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2022 Background - AM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 2022 Background - AM HCM 6th TWSC 3: Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background - AM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 91 740 463 0 0 10 Future Vol, veh/h 91 740 463 0 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 130 ---0 0 Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 99 804 503 0 0 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 503 0 -0 1103 252 Stage 1 ---- 503 - Stage 2 ---- 600 - Critical Hdwy 4.14 --- 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 - Follow-up Hdwy 2.22 --- 3.52 3.32 Pot Cap-1 Maneuver 1058 --- 206 748 Stage 1 ---- 573 - Stage 2 ---- 511 - Platoon blocked, %--- Mov Cap-1 Maneuver 1058 --- 187 748 Mov Cap-2 Maneuver ---- 293 - Stage 1 ---- 519 - Stage 2 ---- 511 - Approach EB WB SB HCM Control Delay, s 1 0 9.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1SBLn2 Capacity (veh/h)1058 ---- 748 HCM Lane V/C Ratio 0.093 ---- 0.015 HCM Control Delay (s)8.8 ---0 9.9 HCM Lane LOS A ---A A HCM 95th %tile Q(veh)0.3 ----0 LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 282 388 380 687 0 0 0 0 145 428 83 Future Volume (vph)0 282 388 380 687 0 0 0 0 145 428 83 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.913 0.976 Flt Protected 0.983 0.950 0.999 Satd. Flow (prot)0 3231 0 0 3479 0 0 0 0 1610 3306 0 Flt Permitted 0.529 0.950 0.999 Satd. Flow (perm)0 3231 0 0 1872 0 0 0 0 1610 3306 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)196 12 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 205 1403 Travel Time (s)6.1 8.4 4.7 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 307 422 413 747 0 0 0 0 158 465 90 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 729 0 0 1160 0 0 0 0 142 571 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)30.0 83.0 Total Split (%)20.0%55.3% Maximum Green (s)23.0 76.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)38.3 99.0 29.5 29.5 Actuated g/C Ratio 0.26 0.66 0.20 0.20 v/c Ratio 0.75 0.62 0.45 0.87 Control Delay 43.2 6.9 58.4 71.5 Queue Delay 0.0 0.1 0.0 0.0 Total Delay 43.2 7.0 58.4 71.5 LOS D A E E Approach Delay 43.2 7.0 68.9 Approach LOS D A E Queue Length 50th (ft)258 118 136 295 Queue Length 95th (ft)#398 60 215 #393 Internal Link Dist (ft)232 349 125 1323 Turn Bay Length (ft)350 Base Capacity (vph)971 2136 316 659 Starvation Cap Reductn 0 191 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.75 0.60 0.45 0.87 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 34.1 Intersection LOS: C Intersection Capacity Utilization 80.7%ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)17.0 36.0 48.0 55.0 20.0 11.0 Total Split (%)11%24%32%37%13%7% Maximum Green (s)9.5 29.0 41.0 47.5 12.5 3.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. Splits and Phases: 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)80 345 0 0 566 143 493 375 35 0 0 0 Future Volume (vph)80 345 0 0 566 143 493 375 35 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.91 0.91 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.996 0.850 0.850 Flt Protected 0.991 0.950 0.982 Satd. Flow (prot)0 3507 0 0 3377 1441 1610 3329 1583 0 0 0 Flt Permitted 0.593 0.950 0.982 Satd. Flow (perm)0 2099 0 0 3377 1441 1610 3329 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)2 193 189 Link Speed (mph)35 35 50 30 Link Distance (ft)429 512 221 1435 Travel Time (s)8.4 10.0 3.0 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)87 375 0 0 615 155 536 408 38 0 0 0 Shared Lane Traffic (%)10%43% Lane Group Flow (vph)0 462 0 0 631 139 306 638 38 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)36.0 48.0 48.0 Total Split (%)24.0%32.0% 32.0% Maximum Green (s)29.0 41.0 41.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)81.1 41.0 41.0 47.4 47.4 47.4 Actuated g/C Ratio 0.54 0.27 0.27 0.32 0.32 0.32 v/c Ratio 0.31 0.68 0.26 0.60 0.61 0.06 Control Delay 5.6 52.0 3.3 47.7 45.4 0.2 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 5.7 52.0 3.3 47.7 45.4 0.2 LOS A D A D D A Approach Delay 5.7 43.2 44.3 Approach LOS A D D Queue Length 50th (ft)28 303 0 282 294 0 Queue Length 95th (ft)m70 389 0 349 320 0 Internal Link Dist (ft)349 432 141 1355 Turn Bay Length (ft)100 Base Capacity (vph)1512 924 534 539 1116 656 Starvation Cap Reductn 191 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.68 0.26 0.57 0.57 0.06 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 35.9 Intersection LOS: D Intersection Capacity Utilization 63.4%ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)83.0 30.0 17.0 55.0 20.0 11.0 Total Split (%)55%20%11%37%13%7% Maximum Green (s)76.0 23.0 9.5 47.5 12.5 3.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 11 Lane Group EBL EBT WBU WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)46 305 0 232 55 169 467 Future Volume (vph)46 305 0 232 55 169 467 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 100 0 265 0 Storage Lanes 1 1 0 1 2 Taper Length (ft)80 80 80 Lane Util. Factor 0.97 1.00 1.00 0.95 0.95 1.00 0.88 Frt 0.971 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)3433 1863 1863 3437 0 1770 2787 Flt Permitted 0.562 0.950 Satd. Flow (perm)2031 1863 1863 3437 0 1770 2787 Right Turn on Red Yes Yes Satd. Flow (RTOR)47 508 Link Speed (mph)35 35 30 Link Distance (ft)541 692 1113 Travel Time (s)10.5 13.5 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)50 332 0 252 60 184 508 Shared Lane Traffic (%) Lane Group Flow (vph)50 332 0 312 0 184 508 Enter Blocked Intersection No No No No No No No Lane Alignment Left Left R NA Left Right Left Right Median Width(ft)24 24 12 Link Offset(ft)0 0 0 Crosswalk Width(ft)16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph)15 9 9 15 9 Number of Detectors 1 2 1 2 1 1 Detector Template Left Thru Left Thru Left Right Leading Detector (ft)20 100 20 100 20 20 Trailing Detector (ft)0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 Detector 2 Size(ft)6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 Turn Type D.P+P NA Perm NA Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 6 4 LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 12 Lane Group EBL EBT WBU WBT WBR SBL SBR Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 Total Split (s)10.0 47.0 37.0 37.0 28.0 28.0 Total Split (%)13.3% 62.7% 49.3% 49.3%37.3% 37.3% Maximum Green (s)4.0 41.0 31.0 31.0 22.0 22.0 Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max C-Max None None Walk Time (s)4.0 4.0 Flash Dont Walk (s)26.0 26.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)47.1 50.7 44.0 12.3 12.3 Actuated g/C Ratio 0.63 0.68 0.59 0.16 0.16 v/c Ratio 0.04 0.26 0.15 0.63 0.58 Control Delay 3.9 5.5 8.0 38.5 5.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 3.9 5.5 8.0 38.5 5.4 LOS A A A D A Approach Delay 5.2 8.0 14.2 Approach LOS A A B Queue Length 50th (ft)2 122 30 81 0 Queue Length 95th (ft)8 75 61 131 39 Internal Link Dist (ft)461 612 1033 Turn Bay Length (ft)80 265 Base Capacity (vph)1365 1258 2036 519 1176 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.04 0.26 0.15 0.35 0.43 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 63 (84%), Referenced to phase 2:EBT and 6:EBWB, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 10.3 Intersection LOS: B Intersection Capacity Utilization 39.0%ICU Level of Service A Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2022 Background - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 2022 Background - PM HCM 6th TWSC 3: Dove Rd & Verizon Driveway LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2022 Background - PM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 347 703 0 5 94 Future Vol, veh/h 10 347 703 0 5 94 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 130 ---0 0 Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 11 377 764 0 5 102 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 764 0 -0 975 382 Stage 1 ---- 764 - Stage 2 ---- 211 - Critical Hdwy 4.14 --- 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 - Follow-up Hdwy 2.22 --- 3.52 3.32 Pot Cap-1 Maneuver 845 --- 249 616 Stage 1 ---- 420 - Stage 2 ---- 804 - Platoon blocked, %--- Mov Cap-1 Maneuver 845 --- 246 616 Mov Cap-2 Maneuver ---- 342 - Stage 1 ---- 415 - Stage 2 ---- 804 - Approach EB WB SB HCM Control Delay, s 0.3 0 12.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1SBLn2 Capacity (veh/h)845 --- 342 616 HCM Lane V/C Ratio 0.013 --- 0.016 0.166 HCM Control Delay (s)9.3 --- 15.7 12 HCM Lane LOS A ---C B HCM 95th %tile Q(veh)0 ---0 0.6 kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2022 Background Plus Site Traffic LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 380 741 91 536 0 0 0 0 142 769 82 Future Volume (vph)0 380 741 91 536 0 0 0 0 142 769 82 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.901 0.986 Flt Protected 0.993 0.950 0.999 Satd. Flow (prot)0 3189 0 0 3514 0 0 0 0 1610 3339 0 Flt Permitted 0.511 0.950 0.999 Satd. Flow (perm)0 3189 0 0 1809 0 0 0 0 1610 3339 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)361 8 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 223 1403 Travel Time (s)6.1 8.4 5.1 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 413 805 99 583 0 0 0 0 154 836 89 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 1218 0 0 682 0 0 0 0 139 940 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)49.0 43.0 Total Split (%)35.0%30.7% Maximum Green (s)42.0 36.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)43.2 78.0 40.5 40.5 Actuated g/C Ratio 0.31 0.56 0.29 0.29 v/c Ratio 1.08dr 0.48 0.30 0.97 Control Delay 56.4 5.1 40.9 70.7 Queue Delay 0.0 0.1 0.0 0.0 Total Delay 56.4 5.1 40.9 70.7 LOS E A D E Approach Delay 56.4 5.1 66.8 Approach LOS E A E Queue Length 50th (ft)~461 44 108 462 Queue Length 95th (ft)#622 55 174 #611 Internal Link Dist (ft)232 349 143 1323 Turn Bay Length (ft)350 Base Capacity (vph)1234 1462 465 971 Starvation Cap Reductn 0 89 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.99 0.50 0.30 0.97 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 48.5 Intersection LOS: D Intersection Capacity Utilization 91.3%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)35.0 75.0 34.0 22.0 13.0 9.0 Total Split (%)25%54%24%16%9%6% Maximum Green (s)27.5 68.0 27.0 14.5 5.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)58 506 0 0 413 92 217 137 362 0 0 0 Future Volume (vph)58 506 0 0 413 92 217 137 362 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.995 0.950 0.979 Satd. Flow (prot)0 3522 0 0 3539 1583 1610 3319 1583 0 0 0 Flt Permitted 0.889 0.950 0.979 Satd. Flow (perm)0 3146 0 0 3539 1583 1610 3319 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)206 381 Link Speed (mph)35 35 50 30 Link Distance (ft)429 505 202 1435 Travel Time (s)8.4 9.8 2.8 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)63 550 0 0 449 100 236 149 393 0 0 0 Shared Lane Traffic (%)47% Lane Group Flow (vph)0 613 0 0 449 100 125 260 393 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)75.0 34.0 34.0 Total Split (%)53.6%24.3% 24.3% Maximum Green (s)68.0 27.0 27.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)95.2 27.0 27.0 23.3 23.3 23.3 Actuated g/C Ratio 0.68 0.19 0.19 0.17 0.17 0.17 v/c Ratio 0.26 0.66 0.21 0.47 0.47 0.68 Control Delay 1.9 57.5 1.0 59.1 55.9 12.2 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 2.1 57.5 1.0 59.1 55.9 12.2 LOS A E A E E B Approach Delay 2.1 47.2 34.3 Approach LOS A D C Queue Length 50th (ft)21 201 0 114 119 9 Queue Length 95th (ft)m22 262 0 187 168 113 Internal Link Dist (ft)349 425 122 1355 Turn Bay Length (ft)100 Base Capacity (vph)2322 682 471 247 510 565 Starvation Cap Reductn 752 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.66 0.21 0.51 0.51 0.70 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 27.8 Intersection LOS: C Intersection Capacity Utilization 51.7%ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)43.0 49.0 35.0 22.0 13.0 9.0 Total Split (%)31%35%25%16%9%6% Maximum Green (s)36.0 42.0 27.5 14.5 5.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)413 339 32 7 347 85 21 4 4 87 4 123 Future Volume (vph)413 339 32 7 347 85 21 4 4 87 4 123 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 0 100 0 140 200 265 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.987 0.971 0.925 0.854 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)3433 1839 0 1770 3437 0 1770 3274 0 1770 3022 0 Flt Permitted 0.387 0.525 0.664 0.752 Satd. Flow (perm)1399 1839 0 978 3437 0 1237 3274 0 1401 3022 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)12 47 505 514 Link Speed (mph)35 35 30 30 Link Distance (ft)548 692 357 1113 Travel Time (s)10.7 13.5 8.1 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)449 368 35 8 377 92 23 4 4 95 4 134 Shared Lane Traffic (%) Lane Group Flow (vph)449 403 0 8 469 0 23 8 0 95 138 0 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)24 24 16 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)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 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 pm+pt NA Perm NA Perm NA Perm NA Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 12 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 20.0 20.0 Total Split (s)16.0 52.0 36.0 36.0 23.0 23.0 23.0 23.0 Total Split (%)21.3% 69.3%48.0% 48.0%30.7% 30.7%30.7% 30.7% Maximum Green (s)10.0 46.0 30.0 30.0 19.0 19.0 17.0 17.0 Yellow Time (s)4.0 4.0 4.0 4.0 3.5 3.5 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 0.5 0.5 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 4.0 4.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 3.0 3.0 2.0 2.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s)4.0 4.0 5.0 5.0 Flash Dont Walk (s)26.0 26.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)53.6 53.6 30.0 30.0 11.4 11.4 9.4 9.4 Actuated g/C Ratio 0.71 0.71 0.40 0.40 0.15 0.15 0.13 0.13 v/c Ratio 0.30 0.31 0.02 0.33 0.12 0.01 0.54 0.17 Control Delay 4.5 5.0 13.9 14.7 27.0 0.0 41.2 0.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.5 5.0 13.9 14.7 27.0 0.0 41.2 0.4 LOS A A B B C A D A Approach Delay 4.8 14.7 20.0 17.1 Approach LOS A B C B Queue Length 50th (ft)28 53 2 68 9 0 42 0 Queue Length 95th (ft)54 111 10 103 27 0 81 0 Internal Link Dist (ft)468 612 277 1033 Turn Bay Length (ft)80 100 140 265 Base Capacity (vph)1475 1316 391 1403 313 1206 317 1082 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.30 0.31 0.02 0.33 0.07 0.01 0.30 0.13 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 27 (36%), Referenced to phase 2:EBTL and 5:EBL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 9.8 Intersection LOS: A Intersection Capacity Utilization 50.6%ICU Level of Service A Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2022 Background + Site - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 2022 Background + Site - AM HCM 6th TWSC 3: Dove Rd & Verizon Driveway LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 91 776 484 0 0 10 Future Vol, veh/h 91 776 484 0 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 130 ---0 0 Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 99 843 526 0 0 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 526 0 -0 1146 263 Stage 1 ---- 526 - Stage 2 ---- 620 - Critical Hdwy 4.14 --- 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 - Follow-up Hdwy 2.22 --- 3.52 3.32 Pot Cap-1 Maneuver 1037 --- 193 735 Stage 1 ---- 557 - Stage 2 ---- 499 - Platoon blocked, %--- Mov Cap-1 Maneuver 1037 --- 175 735 Mov Cap-2 Maneuver ---- 309 - Stage 1 ---- 504 - Stage 2 ---- 499 - Approach EB WB SB HCM Control Delay, s 0.9 0 10 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1SBLn2 Capacity (veh/h)1037 ---- 735 HCM Lane V/C Ratio 0.095 ---- 0.015 HCM Control Delay (s)8.8 ---0 10 HCM Lane LOS A ---A B HCM 95th %tile Q(veh)0.3 ----0 LifeTime Fitness - Southlake TIA 2022 Background + Site - AM HCM 6th TWSC 6: SH 114 NBFR & Drive 1 LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 2 Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 42 736 29 0 0 Future Vol, veh/h 0 42 736 29 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length -0 - 120 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 46 800 32 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 400 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 512 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 512 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 12.7 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 512 HCM Lane V/C Ratio -- 0.089 HCM Control Delay (s)-- 12.7 HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.3 LifeTime Fitness - Southlake TIA 2022 Background + Site - AM HCM 6th TWSC 7: Drive 2 & Kirkwood Blvd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2022 Background + Site - AM Synchro 10 Report ASI Page 3 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 28 0 0 0 0 43 Future Vol, veh/h 28 0 0 0 0 43 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 30 0 0 0 0 47 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 24 24 47 0 -0 Stage 1 24 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 992 1052 1560 --- Stage 1 999 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 992 1052 1560 --- Mov Cap-2 Maneuver 992 ----- Stage 1 999 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1560 - 992 -- HCM Lane V/C Ratio -- 0.031 -- HCM Control Delay (s)0 - 8.7 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.1 -- LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114SBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 303 388 412 703 0 0 0 0 220 428 83 Future Volume (vph)0 303 388 412 703 0 0 0 0 220 428 83 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.916 0.977 Flt Protected 0.982 0.950 0.998 Satd. Flow (prot)0 3242 0 0 3476 0 0 0 0 1610 3306 0 Flt Permitted 0.539 0.950 0.998 Satd. Flow (perm)0 3242 0 0 1908 0 0 0 0 1610 3306 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)184 12 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 205 1403 Travel Time (s)6.1 8.4 4.7 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 329 422 448 764 0 0 0 0 239 465 90 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 751 0 0 1212 0 0 0 0 215 579 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114SBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114SBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)30.0 83.0 Total Split (%)20.0%55.3% Maximum Green (s)23.0 76.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)36.3 99.0 29.5 29.5 Actuated g/C Ratio 0.24 0.66 0.20 0.20 v/c Ratio 0.81 0.63 0.68 0.88 Control Delay 48.3 7.1 67.9 72.7 Queue Delay 0.0 0.1 0.0 0.0 Total Delay 48.3 7.2 67.9 72.7 LOS D A E E Approach Delay 48.3 7.2 71.4 Approach LOS D A E Queue Length 50th (ft)283 116 216 300 Queue Length 95th (ft)#459 64 321 #403 Internal Link Dist (ft)232 349 125 1323 Turn Bay Length (ft)350 Base Capacity (vph)923 2135 316 659 Starvation Cap Reductn 0 195 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.81 0.62 0.68 0.88 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 36.9 Intersection LOS: D Intersection Capacity Utilization 84.1%ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114SBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)17.0 38.0 48.5 54.5 20.0 9.0 Total Split (%)11%25%32%36%13%6% Maximum Green (s)9.5 31.0 41.5 47.0 12.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114SBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. Splits and Phases: 1: Dove Rd & SH 114SBFR LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)80 441 0 0 598 159 509 415 43 0 0 0 Future Volume (vph)80 441 0 0 598 159 509 415 43 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.992 0.950 0.984 Satd. Flow (prot)0 3511 0 0 3539 1583 1610 3336 1583 0 0 0 Flt Permitted 0.610 0.950 0.984 Satd. Flow (perm)0 2159 0 0 3539 1583 1610 3336 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)193 189 Link Speed (mph)35 35 50 30 Link Distance (ft)429 512 221 1435 Travel Time (s)8.4 10.0 3.0 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)87 479 0 0 650 173 553 451 47 0 0 0 Shared Lane Traffic (%)41% Lane Group Flow (vph)0 566 0 0 650 173 326 678 47 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)38.0 48.5 48.5 Total Split (%)25.3%32.3% 32.3% Maximum Green (s)31.0 41.5 41.5 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)80.0 41.5 41.5 48.5 48.5 48.5 Actuated g/C Ratio 0.53 0.28 0.28 0.32 0.32 0.32 v/c Ratio 0.38 0.66 0.30 0.63 0.63 0.07 Control Delay 5.5 51.5 5.9 48.1 45.4 0.2 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 5.6 51.5 5.9 48.1 45.4 0.2 LOS A D A D D A Approach Delay 5.6 41.9 44.2 Approach LOS A D D Queue Length 50th (ft)41 280 0 296 308 0 Queue Length 95th (ft)m33 376 51 387 352 0 Internal Link Dist (ft)349 432 141 1355 Turn Bay Length (ft)100 Base Capacity (vph)1497 979 577 532 1104 650 Starvation Cap Reductn 171 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.43 0.66 0.30 0.61 0.61 0.07 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 34.5 Intersection LOS: C Intersection Capacity Utilization 66.5%ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)83.0 30.0 17.0 54.5 20.0 9.0 Total Split (%)55%20%11%36%13%6% Maximum Green (s)76.0 23.0 9.5 47.0 12.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)46 313 96 21 232 55 48 8 8 169 11 467 Future Volume (vph)46 313 96 21 232 55 48 8 8 169 11 467 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 0 100 0 140 200 265 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.965 0.971 0.925 0.853 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)3433 1798 0 1770 3437 0 1770 3274 0 1770 3019 0 Flt Permitted 0.489 0.506 0.323 0.745 Satd. Flow (perm)1767 1798 0 943 3437 0 602 3274 0 1388 3019 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)36 51 9 508 Link Speed (mph)35 35 30 30 Link Distance (ft)541 692 367 1113 Travel Time (s)10.5 13.5 8.3 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)50 340 104 23 252 60 52 9 9 184 12 508 Shared Lane Traffic (%) Lane Group Flow (vph)50 444 0 23 312 0 52 18 0 184 520 0 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)24 24 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)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 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 pm+pt NA Perm NA Perm NA Perm NA Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 12 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 20.0 20.0 Total Split (s)10.0 50.0 40.0 40.0 25.0 25.0 25.0 25.0 Total Split (%)13.3% 66.7%53.3% 53.3%33.3% 33.3%33.3% 33.3% Maximum Green (s)4.0 44.0 34.0 34.0 21.0 21.0 19.0 19.0 Yellow Time (s)4.0 4.0 4.0 4.0 3.5 3.5 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 0.5 0.5 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 4.0 4.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 3.0 3.0 2.0 2.0 Recall Mode None C-Max C-Max C-Max None None None None Walk Time (s)4.0 4.0 5.0 5.0 Flash Dont Walk (s)26.0 26.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)48.6 48.6 42.3 42.3 16.4 16.4 14.4 14.4 Actuated g/C Ratio 0.65 0.65 0.56 0.56 0.22 0.22 0.19 0.19 v/c Ratio 0.04 0.38 0.04 0.16 0.40 0.02 0.69 0.53 Control Delay 5.5 8.7 11.3 8.6 32.8 14.6 41.3 4.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.5 8.7 11.3 8.6 32.8 14.6 41.3 4.8 LOS A A B A C B D A Approach Delay 8.4 8.8 28.1 14.3 Approach LOS A A C B Queue Length 50th (ft)3 207 5 33 20 1 79 2 Queue Length 95th (ft)10 278 18 59 50 8 136 37 Internal Link Dist (ft)461 612 287 1033 Turn Bay Length (ft)80 100 140 265 Base Capacity (vph)1245 1178 532 1961 168 923 351 1144 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.38 0.04 0.16 0.31 0.02 0.52 0.45 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 63 (84%), Referenced to phase 2:EBTL and 6:WBTL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 11.9 Intersection LOS: B Intersection Capacity Utilization 54.5%ICU Level of Service A Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2022 Background + Site - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 2022 Background + Site - PM HCM 6th TWSC 3: Dove Rd & Verizon Driveway LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 451 751 0 5 94 Future Vol, veh/h 10 451 751 0 5 94 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 130 ---0 0 Veh in Median Storage, # -0 0 -1 - Grade, %-0 0 -0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 11 490 816 0 5 102 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 816 0 -0 1083 408 Stage 1 ---- 816 - Stage 2 ---- 267 - Critical Hdwy 4.14 --- 6.84 6.94 Critical Hdwy Stg 1 ---- 5.84 - Critical Hdwy Stg 2 ---- 5.84 - Follow-up Hdwy 2.22 --- 3.52 3.32 Pot Cap-1 Maneuver 807 --- 212 593 Stage 1 ---- 395 - Stage 2 ---- 754 - Platoon blocked, %--- Mov Cap-1 Maneuver 807 --- 209 593 Mov Cap-2 Maneuver ---- 314 - Stage 1 ---- 389 - Stage 2 ---- 754 - Approach EB WB SB HCM Control Delay, s 0.2 0 12.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1SBLn2 Capacity (veh/h)807 --- 314 593 HCM Lane V/C Ratio 0.013 --- 0.017 0.172 HCM Control Delay (s)9.5 --- 16.7 12.3 HCM Lane LOS A ---C B HCM 95th %tile Q(veh)0 --- 0.1 0.6 LifeTime Fitness - Southlake TIA 2022 Background + Site - PM HCM 6th TWSC 6: SH 114 WBFR & Drive 1 LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 2 Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 96 954 85 0 0 Future Vol, veh/h 0 96 954 85 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length -0 - 120 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 104 1037 92 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 519 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 429 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 429 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 16.1 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 429 HCM Lane V/C Ratio -- 0.243 HCM Control Delay (s)-- 16.1 HCM Lane LOS --C HCM 95th %tile Q(veh)-- 0.9 LifeTime Fitness - Southlake TIA 2022 Background + Site - PM HCM 6th TWSC 7: Drive 2 & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/27/2017 2022 Background + Site - PM Synchro 10 Report ASI Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 64 0 0 0 0 128 Future Vol, veh/h 64 0 0 0 0 128 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 70 0 0 0 0 139 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 70 70 139 0 -0 Stage 1 70 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 934 993 1445 --- Stage 1 953 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 934 993 1445 --- Mov Cap-2 Maneuver 934 ----- Stage 1 953 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1445 - 934 -- HCM Lane V/C Ratio -- 0.074 -- HCM Control Delay (s)0 - 9.2 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.2 -- kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2027 Background Traffic LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 434 806 132 594 0 0 0 0 229 837 89 Future Volume (vph)0 434 806 132 594 0 0 0 0 229 837 89 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.903 0.986 Flt Protected 0.991 0.950 0.999 Satd. Flow (prot)0 3196 0 0 3507 0 0 0 0 1610 3339 0 Flt Permitted 0.523 0.950 0.999 Satd. Flow (perm)0 3196 0 0 1851 0 0 0 0 1610 3339 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)269 8 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 223 1403 Travel Time (s)6.1 8.4 5.1 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 472 876 143 646 0 0 0 0 249 910 97 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 1348 0 0 789 0 0 0 0 224 1032 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)54.0 36.0 Total Split (%)38.6%25.7% Maximum Green (s)47.0 29.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)47.7 76.0 42.5 42.5 Actuated g/C Ratio 0.34 0.54 0.30 0.30 v/c Ratio 1.21dr 0.59 0.46 1.01 Control Delay 80.1 8.7 43.2 79.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 80.1 8.7 43.2 79.0 LOS F A D E Approach Delay 80.1 8.7 72.6 Approach LOS F A E Queue Length 50th (ft)~628 238 181 ~527 Queue Length 95th (ft)#770 285 272 #685 Internal Link Dist (ft)232 349 143 1323 Turn Bay Length (ft)350 Base Capacity (vph)1265 1356 488 1019 Starvation Cap Reductn 0 2 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 1.07 0.58 0.46 1.01 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 60.7 Intersection LOS: E Intersection Capacity Utilization 99.6%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)32.0 77.0 32.0 22.0 18.0 9.0 Total Split (%)23%55%23%16%13%6% Maximum Green (s)24.5 70.0 25.0 14.5 10.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)63 646 0 0 492 131 238 159 405 0 0 0 Future Volume (vph)63 646 0 0 492 131 238 159 405 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.996 0.950 0.980 Satd. Flow (prot)0 3525 0 0 3539 1583 1610 3322 1583 0 0 0 Flt Permitted 0.801 0.950 0.980 Satd. Flow (perm)0 2835 0 0 3539 1583 1610 3322 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)206 283 Link Speed (mph)35 35 50 30 Link Distance (ft)429 505 202 1435 Travel Time (s)8.4 9.8 2.8 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)68 702 0 0 535 142 259 173 440 0 0 0 Shared Lane Traffic (%)45% Lane Group Flow (vph)0 770 0 0 535 142 142 290 440 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)77.0 32.0 32.0 Total Split (%)55.0%22.9% 22.9% Maximum Green (s)70.0 25.0 25.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)95.0 25.0 25.0 23.5 23.5 23.5 Actuated g/C Ratio 0.68 0.18 0.18 0.17 0.17 0.17 v/c Ratio 0.34 0.85 0.31 0.53 0.52 0.88 Control Delay 1.6 69.1 2.7 61.1 56.9 39.4 Queue Delay 0.2 0.0 0.0 0.0 0.0 0.0 Total Delay 1.9 69.1 2.7 61.1 56.9 39.4 LOS A E A E E D Approach Delay 1.9 55.2 48.8 Approach LOS A E D Queue Length 50th (ft)18 251 0 130 134 151 Queue Length 95th (ft)m18 #337 8 212 185 #346 Internal Link Dist (ft)349 425 122 1355 Turn Bay Length (ft)100 Base Capacity (vph)2268 631 451 261 538 493 Starvation Cap Reductn 722 0 0 0 0 0 Spillback Cap Reductn 0 0 0 1 1 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.50 0.85 0.31 0.55 0.54 0.89 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 35.1 Intersection LOS: D Intersection Capacity Utilization 58.7%ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 9 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)36.0 54.0 32.0 22.0 18.0 9.0 Total Split (%)26%39%23%16%13%6% Maximum Green (s)29.0 47.0 24.5 14.5 10.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 10 Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)459 374 29 15 392 92 19 0 10 95 0 148 Future Volume (vph)459 374 29 15 392 92 19 0 10 95 0 148 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 0 100 0 140 200 265 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.989 0.971 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)3433 1842 0 1770 3437 0 1770 3008 0 1770 3008 0 Flt Permitted 0.353 0.508 0.650 0.750 Satd. Flow (perm)1276 1842 0 946 3437 0 1211 3008 0 1397 3008 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)10 45 464 477 Link Speed (mph)35 35 30 30 Link Distance (ft)548 692 375 1113 Travel Time (s)10.7 13.5 8.5 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)499 407 32 16 426 100 21 0 11 103 0 161 Shared Lane Traffic (%) Lane Group Flow (vph)499 439 0 16 526 0 21 11 0 103 161 0 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)24 24 16 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)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 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 pm+pt NA Perm NA Perm NA Perm NA Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 12 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 20.0 20.0 Total Split (s)16.0 52.0 36.0 36.0 23.0 23.0 23.0 23.0 Total Split (%)21.3% 69.3%48.0% 48.0%30.7% 30.7%30.7% 30.7% Maximum Green (s)10.0 46.0 30.0 30.0 19.0 19.0 17.0 17.0 Yellow Time (s)4.0 4.0 4.0 4.0 3.5 3.5 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 0.5 0.5 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 4.0 4.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 3.0 3.0 2.0 2.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s)4.0 4.0 5.0 5.0 Flash Dont Walk (s)26.0 26.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)53.1 53.1 30.0 30.0 11.9 11.9 9.9 9.9 Actuated g/C Ratio 0.71 0.71 0.40 0.40 0.16 0.16 0.13 0.13 v/c Ratio 0.36 0.34 0.04 0.38 0.11 0.01 0.56 0.20 Control Delay 4.9 5.5 14.3 15.4 26.3 0.0 41.5 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 4.9 5.5 14.3 15.4 26.3 0.0 41.5 0.6 LOS A A B B C A D A Approach Delay 5.2 15.3 17.3 16.5 Approach LOS A B B B Queue Length 50th (ft)33 62 4 80 9 0 46 0 Queue Length 95th (ft)62 128 16 117 25 0 87 0 Internal Link Dist (ft)468 612 295 1033 Turn Bay Length (ft)80 100 140 265 Base Capacity (vph)1397 1308 378 1401 306 1108 316 1050 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.36 0.34 0.04 0.38 0.07 0.01 0.33 0.15 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 27 (36%), Referenced to phase 2:EBTL and 5:EBL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 53.8%ICU Level of Service A Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2027 Background - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 2027 Background - AM HCM 6th TWSC 3: Drive 5/Verizon Driveway & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 98 833 0 29 523 0 77 0 19 0 0 10 Future Vol, veh/h 98 833 0 29 523 0 77 0 19 0 0 10 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 130 - 100 120 ----0 --0 Veh in Median Storage, # -0 --0 --1 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 107 905 0 32 568 0 84 0 21 0 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 568 0 0 905 0 0 1467 1751 453 1299 1751 284 Stage 1 ------ 1119 1119 - 632 632 - Stage 2 ------ 348 632 - 667 1119 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1000 -- 747 -- 89 85 554 119 85 713 Stage 1 ------ 220 280 - 435 472 - Stage 2 ------ 641 472 - 414 280 - Platoon blocked, %---- Mov Cap-1 Maneuver 1000 -- 747 -- ~ 78 73 554 102 73 713 Mov Cap-2 Maneuver ------ 155 165 - 102 73 - Stage 1 ------ 196 250 - 388 452 - Stage 2 ------ 604 452 - 356 250 - Approach EB WB NB SB HCM Control Delay, s 1 0.5 44.5 10.1 HCM LOS E B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1SBLn2 Capacity (veh/h)155 554 1000 -- 747 --- 713 HCM Lane V/C Ratio 0.54 0.037 0.107 -- 0.042 --- 0.015 HCM Control Delay (s)52.6 11.8 9 -- 10 --0 10.1 HCM Lane LOS F B A --B --A B HCM 95th %tile Q(veh)2.7 0.1 0.4 -- 0.1 ---0 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LifeTime Fitness - Southlake TIA 2027 Background - AM HCM 6th TWSC 8: SH 114 NBFR & Drive 3 LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 2 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 68 815 102 0 0 Future Vol, veh/h 0 68 815 102 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 100 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 74 886 111 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 443 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 481 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 481 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 13.8 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 481 HCM Lane V/C Ratio -- 0.154 HCM Control Delay (s)-- 13.8 HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.5 LifeTime Fitness - Southlake TIA 2027 Background - AM HCM 6th TWSC 9: Kirkwood Blvd & Drive 4 LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background - AM Synchro 10 Report ASI Page 3 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 0 0 0 0 44 Future Vol, veh/h 29 0 0 0 0 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 32 0 0 0 0 48 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 24 24 48 0 -0 Stage 1 24 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 992 1052 1559 --- Stage 1 999 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 992 1052 1559 --- Mov Cap-2 Maneuver 992 ----- Stage 1 999 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1559 - 992 -- HCM Lane V/C Ratio -- 0.032 -- HCM Control Delay (s)0 - 8.7 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.1 -- LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 331 422 472 771 0 0 0 0 242 465 91 Future Volume (vph)0 331 422 472 771 0 0 0 0 242 465 91 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.916 0.976 Flt Protected 0.981 0.950 0.998 Satd. Flow (prot)0 3242 0 0 3472 0 0 0 0 1610 3302 0 Flt Permitted 0.572 0.950 0.998 Satd. Flow (perm)0 3242 0 0 2024 0 0 0 0 1610 3302 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)181 12 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 205 1403 Travel Time (s)6.1 8.4 4.7 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 360 459 513 838 0 0 0 0 263 505 99 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 819 0 0 1351 0 0 0 0 237 630 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)30.0 83.0 Total Split (%)20.0%55.3% Maximum Green (s)23.0 76.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)32.7 99.0 29.5 29.5 Actuated g/C Ratio 0.22 0.66 0.20 0.20 v/c Ratio 0.97 0.68 0.75 0.96 Control Delay 67.9 7.7 72.5 83.8 Queue Delay 0.0 0.2 0.0 0.0 Total Delay 67.9 7.9 72.5 83.8 LOS E A E F Approach Delay 67.9 7.9 80.7 Approach LOS E A F Queue Length 50th (ft)339 142 242 333 Queue Length 95th (ft)#582 67 #371 #463 Internal Link Dist (ft)232 349 125 1323 Turn Bay Length (ft)350 Base Capacity (vph)848 2143 316 659 Starvation Cap Reductn 0 210 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.97 0.70 0.75 0.96 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 44.9 Intersection LOS: D Intersection Capacity Utilization 90.9%ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)17.0 38.0 50.0 53.0 20.0 9.0 Total Split (%)11%25%33%35%13%6% Maximum Green (s)9.5 31.0 43.0 45.5 12.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. Splits and Phases: 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)87 484 0 0 686 202 548 443 50 0 0 0 Future Volume (vph)87 484 0 0 686 202 548 443 50 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.992 0.950 0.983 Satd. Flow (prot)0 3511 0 0 3539 1583 1610 3333 1583 0 0 0 Flt Permitted 0.553 0.950 0.983 Satd. Flow (perm)0 1957 0 0 3539 1583 1610 3333 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)193 189 Link Speed (mph)35 35 50 30 Link Distance (ft)429 512 221 1435 Travel Time (s)8.4 10.0 3.0 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)95 526 0 0 746 220 596 482 54 0 0 0 Shared Lane Traffic (%)41% Lane Group Flow (vph)0 621 0 0 746 220 352 726 54 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)38.0 50.0 50.0 Total Split (%)25.3%33.3% 33.3% Maximum Green (s)31.0 43.0 43.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)78.7 43.0 43.0 49.8 49.8 49.8 Actuated g/C Ratio 0.52 0.29 0.29 0.33 0.33 0.33 v/c Ratio 0.44 0.74 0.37 0.66 0.66 0.08 Control Delay 5.9 52.5 9.7 48.9 45.6 0.2 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 6.0 52.5 9.7 48.9 45.6 0.2 LOS A D A D D A Approach Delay 6.0 42.7 44.4 Approach LOS A D D Queue Length 50th (ft)42 352 18 319 329 0 Queue Length 95th (ft)m26 437 92 430 389 0 Internal Link Dist (ft)349 432 141 1355 Turn Bay Length (ft)100 Base Capacity (vph)1397 1014 591 538 1114 655 Starvation Cap Reductn 135 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.49 0.74 0.37 0.65 0.65 0.08 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 35.0 Intersection LOS: D Intersection Capacity Utilization 71.6%ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)83.0 30.0 17.0 53.0 20.0 9.0 Total Split (%)55%20%11%35%13%6% Maximum Green (s)76.0 23.0 9.5 45.5 12.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)63 344 24 12 265 60 24 0 12 184 0 520 Future Volume (vph)63 344 24 12 265 60 24 0 12 184 0 520 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 0 100 0 140 200 265 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.990 0.972 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)3433 1844 0 1770 3440 0 1770 3008 0 1770 3008 0 Flt Permitted 0.467 0.526 0.289 0.749 Satd. Flow (perm)1688 1844 0 980 3440 0 538 3008 0 1395 3008 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)8 47 480 546 Link Speed (mph)35 35 30 30 Link Distance (ft)541 692 366 1113 Travel Time (s)10.5 13.5 8.3 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)68 374 26 13 288 65 26 0 13 200 0 565 Shared Lane Traffic (%) Lane Group Flow (vph)68 400 0 13 353 0 26 13 0 200 565 0 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)24 24 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)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 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 pm+pt NA Perm NA Perm NA Perm NA Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 12 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 20.0 20.0 Total Split (s)10.0 50.0 40.0 40.0 25.0 25.0 25.0 25.0 Total Split (%)13.3% 66.7%53.3% 53.3%33.3% 33.3%33.3% 33.3% Maximum Green (s)4.0 44.0 34.0 34.0 21.0 21.0 19.0 19.0 Yellow Time (s)4.0 4.0 4.0 4.0 3.5 3.5 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 0.5 0.5 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 4.0 4.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 3.0 3.0 2.0 2.0 Recall Mode None C-Max C-Max C-Max None None None None Walk Time (s)4.0 4.0 5.0 5.0 Flash Dont Walk (s)26.0 26.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)47.9 47.9 39.6 39.6 17.1 17.1 15.1 15.1 Actuated g/C Ratio 0.64 0.64 0.53 0.53 0.23 0.23 0.20 0.20 v/c Ratio 0.06 0.34 0.03 0.19 0.21 0.01 0.71 0.54 Control Delay 5.9 8.6 11.5 9.8 26.1 0.0 41.6 4.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 8.6 11.5 9.8 26.1 0.0 41.6 4.9 LOS A A B A C A D A Approach Delay 8.2 9.8 17.4 14.5 Approach LOS A A B B Queue Length 50th (ft)6 121 3 40 10 0 86 3 Queue Length 95th (ft)15 161 13 68 30 0 147 40 Internal Link Dist (ft)461 612 286 1033 Turn Bay Length (ft)80 100 140 265 Base Capacity (vph)1181 1180 516 1836 150 1187 353 1169 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.34 0.03 0.19 0.17 0.01 0.57 0.48 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 63 (84%), Referenced to phase 2:EBTL and 6:WBTL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.71 Intersection Signal Delay: 11.7 Intersection LOS: B Intersection Capacity Utilization 55.2%ICU Level of Service B Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2027 Background - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 2027 Background - PM HCM 6th TWSC 3: Drive 5/Verizon Driveway & Dove Rd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 401 0 24 788 0 94 0 24 5 0 102 Future Vol, veh/h 10 401 0 24 788 0 94 0 24 5 0 102 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 130 - 100 120 ----0 --0 Veh in Median Storage, # -0 --0 --1 --1 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 436 0 26 857 0 102 0 26 5 0 111 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 857 0 0 436 0 0 939 1367 218 1149 1367 429 Stage 1 ------ 458 458 - 909 909 - Stage 2 ------ 481 909 - 240 458 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 779 -- 1120 -- 219 146 786 153 146 574 Stage 1 ------ 552 565 - 296 352 - Stage 2 ------ 535 352 - 742 565 - Platoon blocked, %---- Mov Cap-1 Maneuver 779 -- 1120 -- 172 141 786 144 141 574 Mov Cap-2 Maneuver ------ 290 249 - 238 251 - Stage 1 ------ 544 557 - 292 344 - Stage 2 ------ 422 344 - 707 557 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 21.1 13.2 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1SBLn2 Capacity (veh/h)290 786 779 -- 1120 -- 238 574 HCM Lane V/C Ratio 0.352 0.033 0.014 -- 0.023 -- 0.023 0.193 HCM Control Delay (s)24 9.7 9.7 -- 8.3 -- 20.5 12.8 HCM Lane LOS C A A --A --C B HCM 95th %tile Q(veh)1.5 0.1 0 -- 0.1 -- 0.1 0.7 LifeTime Fitness - Southlake TIA 2027 Background - PM HCM 6th TWSC 8: SH 114 WBFR & Drive 3 LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 2 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 83 1049 84 0 0 Future Vol, veh/h 0 83 1049 84 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 100 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 90 1140 91 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 570 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 398 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 398 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 16.7 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 398 HCM Lane V/C Ratio -- 0.227 HCM Control Delay (s)-- 16.7 HCM Lane LOS --C HCM 95th %tile Q(veh)-- 0.9 LifeTime Fitness - Southlake TIA 2027 Background - PM HCM 6th TWSC 9: Kirkwood Blvd & Drive 4 LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background - PM Synchro 10 Report ASI Page 3 Intersection Int Delay, s/veh 4.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 35 0 0 0 0 36 Future Vol, veh/h 35 0 0 0 0 36 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 38 0 0 0 0 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 20 20 39 0 -0 Stage 1 20 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 997 1058 1571 --- Stage 1 1003 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 997 1058 1571 --- Mov Cap-2 Maneuver 997 ----- Stage 1 1003 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 8.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1571 - 997 -- HCM Lane V/C Ratio -- 0.038 -- HCM Control Delay (s)0 - 8.8 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.1 -- kimley-horn.com 13455 Noel Road, Two Galleria Office Tower, Suite 700, Dallas, TX 75240 972 770 1300 SynchroTM Output - 2027 Background Plus Site Traffic LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 441 806 146 601 0 0 0 0 254 837 89 Future Volume (vph)0 441 806 146 601 0 0 0 0 254 837 89 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.903 0.986 Flt Protected 0.990 0.950 0.999 Satd. Flow (prot)0 3196 0 0 3504 0 0 0 0 1610 3339 0 Flt Permitted 0.526 0.950 0.999 Satd. Flow (perm)0 3196 0 0 1862 0 0 0 0 1610 3339 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)256 8 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 223 1403 Travel Time (s)6.1 8.4 5.1 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 479 876 159 653 0 0 0 0 276 910 97 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 1355 0 0 812 0 0 0 0 248 1035 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)54.0 36.0 Total Split (%)38.6%25.7% Maximum Green (s)47.0 29.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)47.4 76.0 42.5 42.5 Actuated g/C Ratio 0.34 0.54 0.30 0.30 v/c Ratio 1.23dr 0.60 0.51 1.02 Control Delay 86.7 8.8 44.6 79.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 86.7 8.8 44.6 79.7 LOS F A D E Approach Delay 86.7 8.8 72.9 Approach LOS F A E Queue Length 50th (ft)~644 244 204 ~542 Queue Length 95th (ft)#786 m287 302 #687 Internal Link Dist (ft)232 349 143 1323 Turn Bay Length (ft)350 Base Capacity (vph)1251 1355 488 1019 Starvation Cap Reductn 0 2 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 1.08 0.60 0.51 1.02 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 135 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 63.2 Intersection LOS: E Intersection Capacity Utilization 100.4%ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)32.0 77.0 32.0 22.0 18.0 9.0 Total Split (%)23%55%23%16%13%6% Maximum Green (s)24.5 70.0 25.0 14.5 10.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 5 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. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: Dove Rd & SH 114 SBFR LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)63 678 0 0 506 138 245 177 409 0 0 0 Future Volume (vph)63 678 0 0 506 138 245 177 409 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.996 0.950 0.981 Satd. Flow (prot)0 3525 0 0 3539 1583 1610 3326 1583 0 0 0 Flt Permitted 0.791 0.950 0.981 Satd. Flow (perm)0 2800 0 0 3539 1583 1610 3326 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)206 264 Link Speed (mph)35 35 50 30 Link Distance (ft)429 505 202 1435 Travel Time (s)8.4 9.8 2.8 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)68 737 0 0 550 150 266 192 445 0 0 0 Shared Lane Traffic (%)44% Lane Group Flow (vph)0 805 0 0 550 150 149 309 445 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)77.0 32.0 32.0 Total Split (%)55.0%22.9% 22.9% Maximum Green (s)70.0 25.0 25.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)95.0 25.0 25.0 23.5 23.5 23.5 Actuated g/C Ratio 0.68 0.18 0.18 0.17 0.17 0.17 v/c Ratio 0.36 0.87 0.33 0.55 0.55 0.92 Control Delay 1.7 71.3 3.5 62.1 57.7 47.9 Queue Delay 0.2 0.0 0.0 0.1 0.0 0.0 Total Delay 1.9 71.3 3.5 62.2 57.8 47.9 LOS A E A E E D Approach Delay 1.9 56.8 53.7 Approach LOS A E D Queue Length 50th (ft)18 259 0 138 143 178 Queue Length 95th (ft)m18 #353 16 221 197 #386 Internal Link Dist (ft)349 425 122 1355 Turn Bay Length (ft)100 Base Capacity (vph)2262 631 451 257 531 474 Starvation Cap Reductn 704 0 0 0 0 0 Spillback Cap Reductn 0 0 0 3 3 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.52 0.87 0.33 0.59 0.59 0.94 Intersection Summary Area Type:Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 135 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 37.3 Intersection LOS: D Intersection Capacity Utilization 60.5%ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 9 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)36.0 54.0 32.0 22.0 18.0 9.0 Total Split (%)26%39%23%16%13%6% Maximum Green (s)29.0 47.0 24.5 14.5 10.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 10 Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: Dove Rd & SH 114 NBFR LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)459 378 61 22 392 92 40 4 14 95 4 148 Future Volume (vph)459 378 61 22 392 92 40 4 14 95 4 148 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 0 100 0 140 200 265 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.979 0.971 0.882 0.854 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)3433 1824 0 1770 3437 0 1770 3122 0 1770 3022 0 Flt Permitted 0.353 0.490 0.648 0.744 Satd. Flow (perm)1276 1824 0 913 3437 0 1207 3122 0 1386 3022 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)20 45 460 477 Link Speed (mph)35 35 30 30 Link Distance (ft)548 692 375 1113 Travel Time (s)10.7 13.5 8.5 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)499 411 66 24 426 100 43 4 15 103 4 161 Shared Lane Traffic (%) Lane Group Flow (vph)499 477 0 24 526 0 43 19 0 103 165 0 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)24 24 16 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)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 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 pm+pt NA Perm NA Perm NA Perm NA Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 12 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 20.0 20.0 Total Split (s)16.0 52.0 36.0 36.0 23.0 23.0 23.0 23.0 Total Split (%)21.3% 69.3%48.0% 48.0%30.7% 30.7%30.7% 30.7% Maximum Green (s)10.0 46.0 30.0 30.0 19.0 19.0 17.0 17.0 Yellow Time (s)4.0 4.0 4.0 4.0 3.5 3.5 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 0.5 0.5 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 4.0 4.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 3.0 3.0 2.0 2.0 Recall Mode C-Max C-Max Max Max None None None None Walk Time (s)4.0 4.0 5.0 5.0 Flash Dont Walk (s)26.0 26.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)53.1 53.1 30.0 30.0 11.9 11.9 9.9 9.9 Actuated g/C Ratio 0.71 0.71 0.40 0.40 0.16 0.16 0.13 0.13 v/c Ratio 0.36 0.37 0.07 0.38 0.23 0.02 0.56 0.20 Control Delay 5.0 5.7 14.6 15.4 28.7 0.1 41.5 0.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.0 5.7 14.6 15.4 28.7 0.1 41.5 0.6 LOS A A B B C A D A Approach Delay 5.3 15.3 19.9 16.3 Approach LOS A B B B Queue Length 50th (ft)33 67 7 80 18 0 46 0 Queue Length 95th (ft)62 141 21 117 42 0 87 0 Internal Link Dist (ft)468 612 295 1033 Turn Bay Length (ft)80 100 140 265 Base Capacity (vph)1394 1296 365 1401 305 1134 314 1053 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.36 0.37 0.07 0.38 0.14 0.02 0.33 0.16 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 27 (36%), Referenced to phase 2:EBTL and 5:EBL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 10.4 Intersection LOS: B Intersection Capacity Utilization 53.9%ICU Level of Service A Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2027 Background + Site - AM Lanes, Volumes, Timings 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Kirkwood Blvd & Dove Rd LifeTime Fitness - Southlake TIA 2027 Background + Site - AM HCM 6th TWSC 3: Drive 5/Verizon Driveway & Dove Rd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 98 869 0 29 544 0 77 0 19 0 0 10 Future Vol, veh/h 98 869 0 29 544 0 77 0 19 0 0 10 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 120 - 100 120 ----0 --0 Veh in Median Storage, # -0 --0 --1 --1 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 107 945 0 32 591 0 84 0 21 0 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 591 0 0 945 0 0 1519 1814 473 1342 1814 296 Stage 1 ------ 1159 1159 - 655 655 - Stage 2 ------ 360 655 - 687 1159 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 981 -- 722 -- ~ 82 77 538 110 77 700 Stage 1 ------ 208 268 - 421 461 - Stage 2 ------ 631 461 - 403 268 - Platoon blocked, %---- Mov Cap-1 Maneuver 981 -- 722 -- ~ 72 66 538 94 66 700 Mov Cap-2 Maneuver ------ 147 156 - 198 154 - Stage 1 ------ 185 239 - 375 441 - Stage 2 ------ 594 441 - 345 239 - Approach EB WB NB SB HCM Control Delay, s 0.9 0.5 48.7 10.2 HCM LOS E B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1SBLn2 Capacity (veh/h)147 538 981 -- 722 --- 700 HCM Lane V/C Ratio 0.569 0.038 0.109 -- 0.044 --- 0.016 HCM Control Delay (s)57.7 12 9.1 -- 10.2 --0 10.2 HCM Lane LOS F B A --B --A B HCM 95th %tile Q(veh)2.9 0.1 0.4 -- 0.1 ---0 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon LifeTime Fitness - Southlake TIA 2027 Background + Site - AM HCM 6th TWSC 6: SH 114 NBFR & Drive 1 LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 2 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 42 917 29 0 0 Future Vol, veh/h 0 42 917 29 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length -0 - 120 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 46 997 32 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 499 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 442 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 442 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 14.1 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 442 HCM Lane V/C Ratio -- 0.103 HCM Control Delay (s)-- 14.1 HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.3 LifeTime Fitness - Southlake TIA 2027 Background + Site - AM HCM 6th TWSC 7: Drive 2 & Kirkwood Blvd LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 3 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 28 0 0 0 0 43 Future Vol, veh/h 28 0 0 0 0 43 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 30 0 0 0 0 47 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 24 24 47 0 -0 Stage 1 24 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 992 1052 1560 --- Stage 1 999 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 992 1052 1560 --- Mov Cap-2 Maneuver 992 ----- Stage 1 999 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1560 - 992 -- HCM Lane V/C Ratio -- 0.031 -- HCM Control Delay (s)0 - 8.7 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.1 -- LifeTime Fitness - Southlake TIA 2027 Background + Site - AM HCM 6th TWSC 8: SH 114 NBFR & Drive 3 LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 4 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 68 815 102 0 0 Future Vol, veh/h 0 68 815 102 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 100 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 74 886 111 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 443 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 481 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 481 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 13.8 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 481 HCM Lane V/C Ratio -- 0.154 HCM Control Delay (s)-- 13.8 HCM Lane LOS --B HCM 95th %tile Q(veh)-- 0.5 LifeTime Fitness - Southlake TIA 2027 Background + Site - AM HCM 6th TWSC 9: Kirkwood Blvd & Drive 4 LifeTime Fitness - Southlake TIA 7:00 am 09/04/2019 2027 Background + Site - AM Synchro 10 Report ASI Page 5 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 0 0 0 0 44 Future Vol, veh/h 29 0 0 0 0 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 32 0 0 0 0 48 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 24 24 48 0 -0 Stage 1 24 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 992 1052 1559 --- Stage 1 999 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 992 1052 1559 --- Mov Cap-2 Maneuver 992 ----- Stage 1 999 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 8.7 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1559 - 992 -- HCM Lane V/C Ratio -- 0.032 -- HCM Control Delay (s)0 - 8.7 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.1 -- LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)0 352 422 504 787 0 0 0 0 317 465 91 Future Volume (vph)0 352 422 504 787 0 0 0 0 317 465 91 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 270 0 0 0 0 350 350 Storage Lanes 0 0 0 0 0 0 1 1 Taper Length (ft)80 80 80 80 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.918 0.977 Flt Protected 0.981 0.950 0.997 Satd. Flow (prot)0 3249 0 0 3472 0 0 0 0 1610 3302 0 Flt Permitted 0.592 0.950 0.997 Satd. Flow (perm)0 3249 0 0 2095 0 0 0 0 1610 3302 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)171 12 Link Speed (mph)35 35 30 50 Link Distance (ft)312 429 205 1403 Travel Time (s)6.1 8.4 4.7 19.1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)0 383 459 548 855 0 0 0 0 345 505 99 Shared Lane Traffic (%)10% Lane Group Flow (vph)0 842 0 0 1403 0 0 0 0 310 639 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 1 2 Detector Template Thru Left Thru Left Thru Leading Detector (ft)100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 Detector 1 Size(ft)6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s)0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type NA D.P+P NA Split NA Protected Phases 2 1 1 2 4 12 4 12 Permitted Phases 2 LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 2 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 4 5 6 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 2 1 1 2 4 12 4 12 Switch Phase Minimum Initial (s)5.0 5.0 Minimum Split (s)27.0 12.0 Total Split (s)30.0 83.0 Total Split (%)20.0%55.3% Maximum Green (s)23.0 76.0 Yellow Time (s)4.5 4.5 All-Red Time (s)2.5 2.5 Lost Time Adjust (s)0.0 Total Lost Time (s)7.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Vehicle Extension (s)2.0 2.0 Recall Mode Max None Walk Time (s)4.0 Flash Dont Walk (s)16.0 Pedestrian Calls (#/hr)0 Act Effct Green (s)31.2 99.0 29.5 29.5 Actuated g/C Ratio 0.21 0.66 0.20 0.20 v/c Ratio 1.04 0.70 0.98 0.97 Control Delay 86.4 7.6 105.2 86.5 Queue Delay 0.0 0.3 0.0 0.0 Total Delay 86.4 7.9 105.2 86.5 LOS F A F F Approach Delay 86.4 7.9 92.6 Approach LOS F A F Queue Length 50th (ft)~382 146 335 339 Queue Length 95th (ft)#615 92 #553 #474 Internal Link Dist (ft)232 349 125 1323 Turn Bay Length (ft)350 Base Capacity (vph)811 2149 316 659 Starvation Cap Reductn 0 211 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 1.04 0.72 0.98 0.97 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 53.7 Intersection LOS: D Intersection Capacity Utilization 94.3%ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 4 Lane Group Ø4 Ø5 Ø6 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)7.5 5.0 5.0 7.5 1.0 1.0 Minimum Split (s)15.0 23.0 28.0 15.0 9.0 9.0 Total Split (s)17.0 38.0 50.0 53.0 20.0 9.0 Total Split (%)11%25%33%35%13%6% Maximum Green (s)9.5 31.0 43.0 45.5 12.5 1.5 Yellow Time (s)5.0 4.5 4.5 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None C-Max None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)22.0 16.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 5 Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Dove Rd & SH 114 EBFR LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)87 580 0 0 718 218 564 483 58 0 0 0 Future Volume (vph)87 580 0 0 718 218 564 483 58 0 0 0 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)0 0 0 100 0 0 0 0 Storage Lanes 0 0 0 1 1 1 0 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.993 0.950 0.985 Satd. Flow (prot)0 3514 0 0 3539 1583 1610 3339 1583 0 0 0 Flt Permitted 0.545 0.950 0.985 Satd. Flow (perm)0 1929 0 0 3539 1583 1610 3339 1583 0 0 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)193 189 Link Speed (mph)35 35 50 30 Link Distance (ft)429 512 221 1435 Travel Time (s)8.4 10.0 3.0 32.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)95 630 0 0 780 237 613 525 63 0 0 0 Shared Lane Traffic (%)39% Lane Group Flow (vph)0 725 0 0 780 237 374 764 63 0 0 0 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 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector (ft)20 100 100 20 20 100 20 Trailing Detector (ft)0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 6 20 20 6 20 Detector 1 Type 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 Detector 1 Queue (s)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 Detector 2 Position(ft)94 94 94 Detector 2 Size(ft)6 6 6 Detector 2 Type Cl+Ex Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s)0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Split NA Perm Protected Phases 5 5 6 6 8 16 8 16 Permitted Phases 6 6 8 16 LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 7 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 1 2 4 8 12 16 Permitted Phases LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 8 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 5 6 6 6 8 16 8 16 8 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 Minimum Split (s)23.0 28.0 28.0 Total Split (s)38.0 50.0 50.0 Total Split (%)25.3%33.3% 33.3% Maximum Green (s)31.0 43.0 43.0 Yellow Time (s)4.5 4.5 4.5 All-Red Time (s)2.5 2.5 2.5 Lost Time Adjust (s)0.0 0.0 Total Lost Time (s)7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 Recall Mode None C-Max C-Max Walk Time (s)4.0 4.0 Flash Dont Walk (s)16.0 16.0 Pedestrian Calls (#/hr)0 0 Act Effct Green (s)77.6 43.0 43.0 50.9 50.9 50.9 Actuated g/C Ratio 0.52 0.29 0.29 0.34 0.34 0.34 v/c Ratio 0.53 0.77 0.40 0.68 0.67 0.10 Control Delay 6.4 55.2 12.6 49.4 45.4 0.3 Queue Delay 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay 6.5 55.2 12.6 49.4 45.4 0.3 LOS A E B D D A Approach Delay 6.5 45.3 44.3 Approach LOS A D D Queue Length 50th (ft)47 379 34 339 345 0 Queue Length 95th (ft)m24 463 114 463 412 0 Internal Link Dist (ft)349 432 141 1355 Turn Bay Length (ft)100 Base Capacity (vph)1362 1014 591 542 1124 658 Starvation Cap Reductn 111 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.58 0.77 0.40 0.69 0.68 0.10 Intersection Summary Area Type:Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 6:EBWB, Start of 1st Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 35.3 Intersection LOS: D Intersection Capacity Utilization 76.2%ICU Level of Service D Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 9 Splits and Phases: 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 2: Dove Rd & SH 114 WBFR LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 10 Lane Group Ø1 Ø2 Ø4 Ø8 Ø12 Ø16 Detector Phase Switch Phase Minimum Initial (s)5.0 5.0 7.5 7.5 1.0 1.0 Minimum Split (s)12.0 27.0 15.0 15.0 9.0 9.0 Total Split (s)83.0 30.0 17.0 53.0 20.0 9.0 Total Split (%)55%20%11%35%13%6% Maximum Green (s)76.0 23.0 9.5 45.5 12.5 1.5 Yellow Time (s)4.5 4.5 5.0 5.0 5.0 5.0 All-Red Time (s)2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize?Yes Yes Yes Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None Max None None None None Walk Time (s)4.0 4.0 4.0 Flash Dont Walk (s)16.0 22.0 23.0 Pedestrian Calls (#/hr)0 0 0 Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 11 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)63 352 120 33 265 60 72 8 20 184 11 520 Future Volume (vph)63 352 120 33 265 60 72 8 20 184 11 520 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)80 0 100 0 140 200 265 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft)80 80 80 80 Lane Util. Factor 0.97 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.962 0.972 0.894 0.853 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)3433 1792 0 1770 3440 0 1770 3164 0 1770 3019 0 Flt Permitted 0.465 0.474 0.294 0.736 Satd. Flow (perm)1680 1792 0 883 3440 0 548 3164 0 1371 3019 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR)34 42 22 499 Link Speed (mph)35 35 30 30 Link Distance (ft)541 692 366 1113 Travel Time (s)10.5 13.5 8.3 25.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)68 383 130 36 288 65 78 9 22 200 12 565 Shared Lane Traffic (%) Lane Group Flow (vph)68 513 0 36 353 0 78 31 0 200 577 0 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)24 24 12 12 Link Offset(ft)0 0 0 0 Crosswalk Width(ft)16 16 16 16 Two way Left Turn Lane 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 2 1 2 Detector Template Left Thru Left Thru Left Thru Left Thru Leading Detector (ft)20 100 20 100 20 100 20 100 Trailing Detector (ft)0 0 0 0 0 0 0 0 Detector 1 Position(ft)0 0 0 0 0 0 0 0 Detector 1 Size(ft)20 6 20 6 20 6 20 6 Detector 1 Type 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 Detector 1 Queue (s)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 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 pm+pt NA Perm NA Perm NA Perm NA Protected Phases 5 2 6 8 4 Permitted Phases 2 6 8 4 LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 12 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Detector Phase 5 2 6 6 8 8 4 4 Switch Phase Minimum Initial (s)4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s)10.0 20.0 36.0 36.0 20.0 20.0 20.0 20.0 Total Split (s)10.0 45.0 35.0 35.0 30.0 30.0 30.0 30.0 Total Split (%)13.3% 60.0%46.7% 46.7%40.0% 40.0%40.0% 40.0% Maximum Green (s)4.0 39.0 29.0 29.0 26.0 26.0 24.0 24.0 Yellow Time (s)4.0 4.0 4.0 4.0 3.5 3.5 4.0 4.0 All-Red Time (s)2.0 2.0 2.0 2.0 0.5 0.5 2.0 2.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)6.0 6.0 6.0 6.0 4.0 4.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize?Yes Yes Yes Vehicle Extension (s)2.0 2.0 2.0 2.0 3.0 3.0 2.0 2.0 Recall Mode None C-Max C-Max C-Max None None None None Walk Time (s)4.0 4.0 5.0 5.0 Flash Dont Walk (s)26.0 26.0 11.0 11.0 Pedestrian Calls (#/hr)0 0 0 0 Act Effct Green (s)46.7 46.7 38.0 38.0 18.3 18.3 16.3 16.3 Actuated g/C Ratio 0.62 0.62 0.51 0.51 0.24 0.24 0.22 0.22 v/c Ratio 0.06 0.46 0.08 0.20 0.59 0.04 0.67 0.55 Control Delay 7.8 11.5 13.9 11.2 41.1 9.9 37.0 5.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.8 11.5 13.9 11.2 41.1 9.9 37.0 5.9 LOS A B B B D A D A Approach Delay 11.1 11.4 32.2 13.9 Approach LOS B B C B Queue Length 50th (ft)11 181 9 41 32 1 86 15 Queue Length 95th (ft)24 289 29 79 68 10 133 48 Internal Link Dist (ft)461 612 286 1033 Turn Bay Length (ft)80 100 140 265 Base Capacity (vph)1155 1127 447 1765 189 1111 438 1305 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.46 0.08 0.20 0.41 0.03 0.46 0.44 Intersection Summary Area Type:Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 63 (84%), Referenced to phase 2:EBTL and 6:WBTL, Start of 1st Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 13.6 Intersection LOS: B Intersection Capacity Utilization 62.0%ICU Level of Service B Analysis Period (min) 15 LifeTime Fitness - Southlake TIA 2027 Background + Site - PM Lanes, Volumes, Timings 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 13 Splits and Phases: 4: Dove Rd & Kirkwood Blvd LifeTime Fitness - Southlake TIA 2027 Background + Site - PM HCM 6th TWSC 3: Drive 5/Verizon Driveway & Dove Rd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 1 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 505 0 24 836 0 94 0 24 5 0 102 Future Vol, veh/h 10 505 0 24 836 0 94 0 24 5 0 102 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 130 - 100 120 ----0 --0 Veh in Median Storage, # -0 --0 --1 --1 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 549 0 26 909 0 102 0 26 5 0 111 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 909 0 0 549 0 0 1078 1532 275 1258 1532 455 Stage 1 ------ 571 571 - 961 961 - Stage 2 ------ 507 961 - 297 571 - Critical Hdwy 4.14 -- 4.14 -- 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 ------ 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------ 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 -- 2.22 -- 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 745 -- 1017 -- 173 116 722 128 116 552 Stage 1 ------ 473 503 - 275 333 - Stage 2 ------ 516 333 - 687 503 - Platoon blocked, %---- Mov Cap-1 Maneuver 745 -- 1017 -- 134 111 722 120 111 552 Mov Cap-2 Maneuver ------ 255 222 - 216 223 - Stage 1 ------ 466 495 - 271 324 - Stage 2 ------ 402 324 - 652 495 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 24.5 13.6 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1SBLn2 Capacity (veh/h)255 722 745 -- 1017 -- 216 552 HCM Lane V/C Ratio 0.401 0.036 0.015 -- 0.026 -- 0.025 0.201 HCM Control Delay (s)28.2 10.2 9.9 -- 8.6 -- 22.1 13.2 HCM Lane LOS D B A --A --C B HCM 95th %tile Q(veh)1.8 0.1 0 -- 0.1 -- 0.1 0.7 LifeTime Fitness - Southlake TIA 2027 Background + Site - PM HCM 6th TWSC 6: SH 114 WBFR & Drive 1 LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 2 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 96 1133 85 0 0 Future Vol, veh/h 0 96 1133 85 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - Stop - None - None Storage Length -0 - 120 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 104 1232 92 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 616 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 372 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 372 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 18.4 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 372 HCM Lane V/C Ratio -- 0.281 HCM Control Delay (s)-- 18.4 HCM Lane LOS --C HCM 95th %tile Q(veh)-- 1.1 LifeTime Fitness - Southlake TIA 2027 Background + Site - PM HCM 6th TWSC 7: Drive 2 & Kirkwood Blvd LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 64 0 0 0 0 128 Future Vol, veh/h 64 0 0 0 0 128 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 70 0 0 0 0 139 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 70 70 139 0 -0 Stage 1 70 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 934 993 1445 --- Stage 1 953 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 934 993 1445 --- Mov Cap-2 Maneuver 934 ----- Stage 1 953 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1445 - 934 -- HCM Lane V/C Ratio -- 0.074 -- HCM Control Delay (s)0 - 9.2 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.2 -- LifeTime Fitness - Southlake TIA 2027 Background + Site - PM HCM 6th TWSC 8: SH 114 WBFR & Drive 3 LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 4 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 83 1049 84 0 0 Future Vol, veh/h 0 83 1049 84 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length -0 - 100 -- Veh in Median Storage, # 0 -0 -- 16979 Grade, %0 -0 --0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 0 90 1140 91 0 0 Major/Minor Minor1 Major1 Conflicting Flow All - 570 0 0 Stage 1 ---- Stage 2 ---- Critical Hdwy - 7.14 -- Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 ---- Follow-up Hdwy - 3.92 -- Pot Cap-1 Maneuver 0 398 -- Stage 1 0 --- Stage 2 0 --- Platoon blocked, %-- Mov Cap-1 Maneuver - 398 -- Mov Cap-2 Maneuver ---- Stage 1 ---- Stage 2 ---- Approach WB NB HCM Control Delay, s 16.7 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 Capacity (veh/h)-- 398 HCM Lane V/C Ratio -- 0.227 HCM Control Delay (s)-- 16.7 HCM Lane LOS --C HCM 95th %tile Q(veh)-- 0.9 LifeTime Fitness - Southlake TIA 2027 Background + Site - PM HCM 6th TWSC 9: Kirkwood Blvd & Drive 4 LifeTime Fitness - Southlake TIA 4:30 pm 09/04/2019 2027 Background + Site - PM Synchro 10 Report ASI Page 5 Intersection Int Delay, s/veh 4.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 35 0 0 0 0 36 Future Vol, veh/h 35 0 0 0 0 36 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 --0 0 - Grade, %0 --0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 Mvmt Flow 38 0 0 0 0 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 20 20 39 0 -0 Stage 1 20 ----- Stage 2 0 ----- Critical Hdwy 6.42 6.22 4.12 --- Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 --- Pot Cap-1 Maneuver 997 1058 1571 --- Stage 1 1003 ----- Stage 2 ------ Platoon blocked, %--- Mov Cap-1 Maneuver 997 1058 1571 --- Mov Cap-2 Maneuver 997 ----- Stage 1 1003 ----- Stage 2 ------ Approach EB NB SB HCM Control Delay, s 8.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h)1571 - 997 -- HCM Lane V/C Ratio -- 0.038 -- HCM Control Delay (s)0 - 8.8 -- HCM Lane LOS A -A -- HCM 95th %tile Q(veh)0 - 0.1 --