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Item 7 - Southlake Marketplace - Birdcall TIA
Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 2 Table of Contents Table of Contents .................................................................................................................................... 2 List of Tables ........................................................................................................................................... 3 List of Figures .......................................................................................................................................... 4 List of Exhibits ......................................................................................................................................... 5 Executive Summary ................................................................................................................................. 6 Introduction ............................................................................................................................................ 9 Site Accessibility and Study Impact Area ................................................................................................ 13 Traffic Volumes ..................................................................................................................................... 17 Trip Generation ..................................................................................................................................... 21 Trip Distribution and Assignment........................................................................................................... 23 Access Point Analyses ............................................................................................................................ 30 Intersection Capacity Analysis ............................................................................................................... 32 Queue Length Analysis .......................................................................................................................... 37 Conclusions ........................................................................................................................................... 40 Recommendations ................................................................................................................................ 43 Appendix A – Site Plan ........................................................................................................................... 44 Appendix B – Scoping Email ................................................................................................................... 46 Appendix C – Turning Movement Count Data ........................................................................................ 51 Appendix D – Distribution Tables & Calculations for Background 2024 & Buildout 2024 Traffic Conditions ................................................................................................................................................. 67 Appendix E – Existing Traffic Signal Timing Plans .................................................................................... 74 Appendix F – Synchro Outputs ............................................................................................................... 92 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 3 List of Tables Table 1. Historical TxDOT Annual Average Daily Traffic Volumes (Vehicles per Day). ............................. 19 Table 2. Trip Generation Characteristics for Proposed Development. .................................................... 22 Table 3. Right-Turn Deceleration Lane Analysis for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).............................................................................................................................. 30 Table 4. Right-Turn Deceleration Lane Analysis for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).............................................................................................................................. 31 Table 5. Control Delay Based Level of Service (LOS) Criteria for Signalized and Unsignalized Intersections. ..................................................................................................................................................... 33 Table 6. Intersection Capacity Analysis Scenarios and Associated Exhibits. ............................................ 33 Table 7. Intersection Capacity Analysis Results for FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). ..................................................................................................................... 34 Table 8. Intersection Capacity Analysis Results for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2).............................................................................................................................. 35 Table 9. Intersection Capacity Analysis Results for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3).............................................................................................................................. 36 Table 10. Variables for Estimating Queue Lengths................................................................................. 38 Table 11. Storage Capacities for Proposed Development. ..................................................................... 39 Table 12. Queue Length Probabilities for the Proposed Development. .................................................. 39 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 4 List of Figures Figure 1. Impact Area and Existing Land Use. ........................................................................................ 11 Figure 2. Site Plan (Site Layout). ............................................................................................................ 12 Figure 3. Available Queuing Space for Proposed Site Plan. .................................................................... 37 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 5 List of Exhibits Exhibit 1. Existing 2023 & Background 2024 Lane Configuration. .......................................................... 14 Exhibit 2. Buildout 2024 Lane Configuration. ........................................................................................ 16 Exhibit 3. Existing 2023 Traffic Volumes (AM & PM Collected on Thursday, February 16, 2023) ............ 18 Exhibit 4. Background 2024 Traffic Condition. ....................................................................................... 20 Exhibit 5. Distribution Percentages for Primary Trips. ........................................................................... 24 Exhibit 6. Distribution Percentages for Pass-by Trips. ............................................................................ 25 Exhibit 7. Primary Trips Associated with Proposed Development. ......................................................... 26 Exhibit 8. Pass-by / Diverted Trips Associated with Proposed Development. ......................................... 27 Exhibit 9. Total Site Trips (Pass-by & Primary). ...................................................................................... 28 Exhibit 10. Buildout 2024 Traffic Condition. .......................................................................................... 29 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 6 Executive Summary This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant. The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709 (Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development. The impact area of the proposed development includes following existing study intersections: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. This study estimates the total number of trips entering and exiting the proposed development will be (includes both pass-by and primary trips): • 7,272 Daily Trips. • 108 AM Peak Hour Trips. • 124 Midday Peak Hour Trips. • 80 PM Peak Hour Trips. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 7 Intersection Capacity Analysis Existing 2023 Traffic Condition FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Background 2024 Traffic Condition FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Buildout 2024 Traffic Condition FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Given level of service and delay are similar in the Background and Buildout traffic conditions, this study does not propose any mitigations at Intersection 1. Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.97. This is a worst-case scenario. It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more reasonable delay and volume to capacity ratio. Therefore, this study does not propose any mitigations at Intersection 2. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 8 Access Management Analysis Access 1 (Intersection 2) Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT threshold (60 vph) for considering a right-turn deceleration lane. Access 2 (Intersection 3) Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT threshold (60 vph) for considering a right-turn deceleration lane. Queue Length Analysis The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the Midday (Lunch) Peak is 16%. And the probability during the PM (Dinner) Peak is 12%. This study presumes Birdcall will adjust their service rate as demand increases. Additionally, there is an option for Birdcall to take steps to have the queue extend further into the development than what is shown in Figure 3. Based upon these results, the proposed site plan has sufficient queueing are for the anticipated demand. Recommendations Buildout 2024 This study does not propose any mitigations. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 9 Introduction This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant. The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709 (Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development. Figure 1 is a map of the impact area and shows existing land uses. Figure 2 is an image of the proposed site layout; Appendix A contains a larger version. The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. Study Scope Appendix B contains an email exchange between Lee Engineering and City of Southlake staff confirming the scope for this study. Study Elements This study includes the following elements: Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 10 Data Collection • A subcontractor collected Vehicle volumes in February 2023 and March 2023. • Obtained the proposed site plan, information on planned roadway improvements, information on other developments in the area, and other relevant information. • Performed a field visit to observe existing operation and to confirm existing lane configurations. Traffic Analysis • Assessed the general accessibility of the site. • Estimated the number of trips the proposed development will generate. • Estimated the directional distribution of traffic approaching/departing the development. • Assigned the estimated site traffic to the street network. • Analyzed the impact of the proposed development on impact area roadways. Documentation • Prepared this report documenting the study procedures and results. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 11 Figure 1. Impact Area and Existing Land Use. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 12 Figure 2. Site Plan (Site Layout). Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 13 Site Accessibility and Study Impact Area Site accessibility describes how people (vehicles) get to and from a development. Geographical location with respect to other activity areas, the roadway system, and other physical constraints affect a Site’s Accessibility. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. Impact Area The impact area of the proposed development includes following existing study intersections: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Figure 1 provides an image of the impact/study area. Existing 2023 Lane Configuration Exhibit 1 shows the existing lane configuration at study intersections. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 15 Impact Area Roadways Existing roadways within the impact area include: • FM 1709 (Southlake Blvd). • FM 1938 (Randol Mill Ave). The following text describes the existing roadways and any assumptions associated with these existing roadways that influence analyses and recommendations within this report. FM 1709 (Southlake Blvd) Near FM 1938 (Randol mill Ave), FM 1709 is a 6-lane divided roadway and a speed limit of 45 mph. The City of Southlake Throughfare plan classifies it as a 130’ to 140’ 6-Lane Divided Arterial. The TxDOT statewide planning map classifies it as a Principal Arterial. The TxDOT Online Project Tracker does not identify any major capacity improvements for this roadway within the next 10 years. At its intersection with FM 1938 (Intersection 1) there is a traffic signal. FM 1938 (Randol Mill Ave) Near FM 1709 (Southlake Blvd), FM 1938 (Randol Mill Ave) is a 6-lane divided roadway and a speed limit of 45 mph. The City of Southlake Throughfare plan classifies it as a 130’ to 140’ 6-Lane Divided Arterial in the City of Southlake Throughfare Plan. The TxDOT statewide planning map classifies it as a Principal Arterial. The TxDOT Online Project Tracker does not identify any major capacity improvements for this roadway within the next 10 years. At its intersection with FM 1709 (Intersection) there is a traffic signal. Background 2024 Lane Configuration (Buildout Year) Exhibit 1 shows the Background 2024 lane configuration. It is the same as the Existing 2023 Lane Configuration. Buildout 2024 Exhibit 2 shows the Buildout 2024 lane configuration. Based upon analyses within this study, it is the same as the Existing 2023 and Background 2024 Lane Configuration. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 17 Traffic Volumes Appendix C contains the turning movement count data collected for this study. Existing Traffic Volumes A subcontractor collected Vehicle turning movement count data at the following locations: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). On Thursday February 16, 2023, a subcontractor collected vehicle turning movement counts during the following times: • Weekday AM Peak Period (6:30 AM to 8:30 PM). • Weekday PM Peak Period (4:30 PM to 6:30 PM). On March 23, 2023, a subcontractor collected vehicle turning movement counts during the following times: • Weekday Midday (MID) Peak Period (11:30 AM to 1:30 PM). Exhibit 3 shows the peak 1-hour volume for each intersection extracted from the turning movement count data. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 19 Growth Rate To be conservative, this study uses a growth rate of 2.0% to grow existing traffic volumes to the Background 2024 year. The growth rate is based upon the historical annual average daily traffic volumes shown in Table 1. These volumes are from TxDOT’s Statewide Planning Map. Table 1. Historical TxDOT Annual Average Daily Traffic Volumes (Vehicles per Day). Background 2024 Traffic Condition (Buildout Year) Exhibit 4 contains the Background 2024 Traffic Condition. This is the growth of the existing volumes (shown in Exhibit 3) to the Buildout year. 220H26 220H23 Year AADT Growth Percent Year AADT Growth Percent 2021 39,112 19.9%2021 22,976 3.6% 2020 32,609 -20.9%2020 22,176 -18.0% 2019 41,219 -3.6%2019 27,044 -1.9% 2018 42,739 1.9%2018 27,561 2.7% 2017 41,950 -0.7%2017 26,830 8.5% 2016 42,263 -5.1%2016 24,720 -9.1% 2015 44,539 9.9%2015 27,190 4.0% 2014 40,524 -2.9%2014 26,147 -7.3% 2013 41,722 -0.7%2013 28,192 8.4% 2012 42,000 10.5%2012 26,000 8.3% 2011 38,000 0.0%2011 24,000 -4.0% 2010 38,000 --2010 25,000 -- -1.5%-1.5% 0.3%-0.4% Station Flag:Station Flag: FM 1938 south of FM 1709FM 1709 east of FM 1938 10-Year Rate:10-Year Rate: 5-Year Rate:5-Year Rate: Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 21 Trip Generation Proposed Development The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. This study estimates the number of vehicle trips generated by the proposed development using the trip generation rates or equations provided within the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The number of trips generated by the development is a function of the type and quantity of the land use characteristics within the proposed development. Table 2 shows the trip generation rate or equation, the directional split, and the estimated number of trips for the: • Average Weekday. • AM Peak Hour of the Adjacent Street. • Midday (MID) Peak Hour – The rate used is the PM Peak Hour of the Generator. • PM Peak Hour of the Adjacent Street. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. Pass-by/Diverted Trips A Pass-by or Diverted Trip is when a motorist makes an intermediate stop at an adjacent land use during their journey to their primary trip destination. Pass-by and Diverted Trips are attracted out of the existing traffic streams adjacent to the site; they are not new traffic generated by the development. The ITE Trip Generation Handbook publishes average pass-by rates for different land uses based on studies at similar types of developments. This study considers the impact of pass-by trips for the Fast-Food Restaurant with Drive-Through Window land use. For a Fast-Food Restaurant with Drive-Through Window, ITE indicates a pass-by percentage of 50% for the AM Peak hour and 55% for the PM Peak hour. ITE does not provide a pass-by information for the Midday Peak Hour. Therefore, this study applies the AM Peak Hour Pass-by Rate of 50% to the Midday Peak Hour. Based upon this information, this study estimates the proposed development will attract: • 54 AM Peak Hour Pass-by Trips. • 62 Midday Peak Hour Pass-by Trips. • 44 PM Peak Hour Pass-by Trips. These are vehicles already traveling along the roadways adjacent to the proposed development. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 22 Primary Trips Primary trips are new trips added to the roadway network by the proposed development. This study estimates the proposed development will generate: • 54 AM Peak Hour Primary Trips. • 62 Midday Peak Hour Primary Trips. • 36 PM Peak Hour Primary Trips. Total Trips This study estimates the total number of trips entering and exiting the proposed development will be (includes both pass-by and primary trips): • 7,272 Daily Trips. • 108 AM Peak Hour Trips. • 124 Midday Peak Hour Trips. • 80 PM Peak Hour Trips. Table 2. Trip Generation Characteristics for Proposed Development. Description ITE Code Fast-Food Restaurant with Drive-Through Window 934 Description ITE Code Fast-Food Restaurant with Drive-Through Window 934 In Out In Out In Out In Out 2.400 1000 Sq. Ft. GFA (For Equations: T = Trips, X = Independent Variable) Total In Out In 80 31 31 27 27 31 31 Fast-Food Restaurant with Drive-Through Window ------ MID Peak Hour Total In Out AM Peak Hour MID Peak Hour 108 OutTotal Weekday ------54 Weekday Total ---- MID Peak Hour Total Primary Trips: (New Trips added to Roadway Network) Total In Out Fast-Food Restaurant with Drive-Through Window 1,122 ------ 561 561 Land Use Independent Variable AM Peak Hour Total In Out 51%49%50%50% Weekday 51% Rates PM Peak Hour 33.03 Directional Split PM Peak Hour MID Peak Hour 50.94 AM Peak Hour 44.61 AM Peak Hour 467.48 Weekday 52%48% 62 Number of Trips PM Peak Hour Total In Out 49% 53 124 63 61 62 32 30 Total 27 62 36 19 17 PM Peak Hour In Out 36 19 17 44 23 21 Total Trips (Pass-By & Primary):1,122 561 561 108 55 26 62 32 30 44 23 54 27 Total Pass-By Trips:--21 Fast-Food Restaurant with Drive-Through Window 42 38 53 124 63 61 80 42 38 54 28 Pass-By vs. Primary Trips In Out 54 28 26 55 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 23 Trip Distribution and Assignment Appendix D contains trip distribution tables associated with the Background 2024 and Buildout 2024 traffic conditions. Trip Distribution Exhibit 5 shows the anticipated distribution percentages for primary trips. Exhibit 6 shows the anticipated distribution percentages for pass-by and diverted trips. The directional distributions are based upon the collected turning movement volumes at the study intersection(s), existing developments in the surrounding area, roadway configurations in the surrounding area, and the proposed site plan. Total Site Trips Exhibit 7 shows the primary site trips added to the roadway network at study intersections. Exhibit 8 shows the pass-by and diverted site trips added to the roadway network at study intersections. Exhibit 9 shows total site trips (primary, pass-by, and diverted) added to the roadway network at study intersections. Note: The estimated number of trips shown in Table 2 may not exactly match the values shown in the Exhibits. Additionally, there could be minor variations in volumes between intersections. These differences are a result of rounding partial trips up to the nearest whole trip within the trip distribution tables in Appendix D and Appendix D. Buildout 2024 Traffic Condition Exhibit 10 contains the Buildout 2024 Traffic Condition. Buildout 2024 traffic condition volumes are the following exhibits added together: • Background 2024 Traffic Condition, Exhibit 4. • Site Traffic Assigned to Roadway Network. Exhibit 9. SUITE 1660 972-248-3006 TBPE FIRM F-450 3030 LBJ FREEWAY DALLAS, TEXAS 75234 Exhibit 6 NOT TO SCALEN Distribution Percentages for Pass-By TripsNorthSouthEast West NorthSouthEast West Int. #2 East West North South North South West East Int. #1 Int. #3 SITE AP 2 AP C AP B AP 1 AP A Development Full (Southlake Blvd) FM 1709 Int. A (Southlake Blvd)FM 1709 Players CirMea do wlark L n LEGEND NOT SIGNALIZED (STUDY INTERSECTION) SIGNALIZED (NOT STUDY INTERSECTION) SIGNALIZED (STUDY INTERSECTION)+20%+30%-30% -30% -30%(+30%)-20%+20%(+20%)+50%-30% (+30 %)-20%(+70%) AM [MID] (PM) ENTERING % AM [MID] (PM) EXITING %(Randol Mill Ave)FM 1938(Randol Mill Ave)FM 1938 SUITE 1660 972-248-3006 TBPE FIRM F-450 3030 LBJ FREEWAY DALLAS, TEXAS 75234 Exhibit 8 NOT TO SCALENNorthSouthEast West NorthSouthEast West Int. #2 East West North South North South West East Int. #1 Int. #3 SITE AP 2 AP C AP B AP 1 AP A Development Full (Southlake Blvd) FM 1709 Int. A (Southlake Blvd)FM 1709 Players CirMea do wlark L n LEGEND NOT SIGNALIZED (STUDY INTERSECTION) SIGNALIZED (NOT STUDY INTERSECTION) SIGNALIZED (STUDY INTERSECTION) Pass-By / Diverted Trips Associated with Proposed Development+6 [+6] (+5)+8 [+9] (+7)-9 [-10] (-7)-6 [-7] (-5)+6 [+7] (+5)-9 [-10] (-7) 14 [16] (12) +8 [+9] (+7) -9 [-10] (-7)-9 [-10] (-7) +9 [+10] (+7) 19 [21] (15)-6 [-7] (-5)6 [7] (5)AM [MID] (PM) PEAK HOUR ENTERING VOLUMES AM [MID] (PM) PEAK HOUR EXITING VOLUMES (Randol Mill Ave)FM 1938(Randol Mill Ave)FM 1938 SUITE 1660 972-248-3006 TBPE FIRM F-450 3030 LBJ FREEWAY DALLAS, TEXAS 75234 Exhibit 9 NOT TO SCALENNorthSouthEast West NorthSouthEast West Int. #2 East West North South Int. #1 Int. #3 SITE AP 2 AP C AP B AP 1 AP A Development Full (Southlake Blvd) FM 1709 (Southlake Blvd)FM 1709 Players CirMea do wlark L n12 [13] (9)12 [14] (9)38 [43] (27) LEGEND NOT SIGNALIZED (STUDY INTERSECTION) SIGNALIZED (NOT STUDY INTERSECTION) SIGNALIZED (STUDY INTERSECTION) Total Site Trips (Pass-by & Primary)-6 [-7] (-5)6 [7] (4)-6 [-7] (-5)12 [14] (9)17 [19] (13)6 [7] (4)-9 [-10] (-7) 9 [10] (6) -9 [-10] (-7) -9 [-10] (-7) North South West East Int. A -9 [-10] (-7) +18 [+20] (+13) AM [MID] (PM) PEAK HOUR VOLUMES (Randol Mill Ave)FM 1938(Randol Mill Ave)FM 193817 [ 19] (13) 28 [32] (22) SUITE 1660 972-248-3006 TBPE FIRM F-450 3030 LBJ FREEWAY DALLAS, TEXAS 75234 Exhibit 10 NOT TO SCALENNorthSouthEast West NorthSouthEast West Int. #2 East West North South Int. #1 Int. #3 SITE AP 2 AP C AP B AP 1 AP A Development Full (Southlake Blvd) FM 1709 (Southlake Blvd)FM 1709 Players CirMea do wlark L n 2,540 [1,337] (1,494) 42 [53] (36) 753 [1,179] (2,180) 8 [18] (21) 163 [384] (159) 2 [43] (0) 214 [155] (496) 430 [802] (1,480) 110 [180] (206)23 [21] (54)166 [198] (272)706 [396] (513)560 [162] (369)3 [37] (2)295 [263] (257)390 [364] (869)77 [357] (221)1,683 [937] (940) 159 [180] (202)784 [718] (1,620)1,381 [959] (1,158)42 [54] (55)LEGEND NOT SIGNALIZED (STUDY INTERSECTION) SIGNALIZED (NOT STUDY INTERSECTION) SIGNALIZED (STUDY INTERSECTION) 55 [113] (113) 107 [72] (58) AM [MID] (PM) PEAK HOUR VOLUMES Buildout 2024 Traffic Condition(Randol Mill Ave)FM 1938(Randol Mill Ave)FM 1938 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 30 Access Point Analys es This study includes the following access point analyses: • Evaluate a need for right turn deceleration lanes. Right Turn Deceleration Lane Analysis This study conducts right-turn deceleration lane analyses at the following intersections: • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Guidelines in TxDOT’s Access Management Manual state: • For roadways with a posted speed limit less than or equal to 45 mph, a right turn deceleration lane should be considered when peak right turn volumes are greater than 60 vehicles per hour. • For roadways with a posted speed limit greater than 45 mph, a right turn deceleration lane should be considered when peak right turn volumes are greater than 50 vehicles per hour. Intersection 2 Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT threshold (60 vph) for considering a right-turn deceleration lane. Table 3 contains a summary of the right-turn deceleration lane analysis. Table 3. Right-Turn Deceleration Lane Analysis for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). Analysis Period Approach Speed Limit (mph) Threshold (vph) Volume (vph) AM [MID] (PM) Exceeds Threshold? AM [MID] (PM) Existing 2023 EB 45 60 13 [20] (13) No [No] (No) Background 2024 EB 45 60 14 [21] (14) No [No] (No) Buildout 2024 EB 45 60 42 [53] (36) No [No] (No) Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 31 Intersection 3 Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT threshold (60 vph) for considering a right-turn deceleration lane. Table 4 contains a summary of the right-turn deceleration lane analysis. Table 4. Right-Turn Deceleration Lane Analysis for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Analysis Period Approach Speed Limit (mph) Threshold (vph) Volume (vph) AM [MID] (PM) Exceeds Threshold? AM [MID] (PM) Existing 2023 NB 45 60 29 [39] (45) No [No] (No) Background 2024 NB 45 60 30 [40] (46) No [No] (No) Buildout 2024 NB 45 60 42 [54] (55) No [No] (No) Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 32 Intersection Capacity Analysis Appendix G contains the traffic signal timing information provide by TxDOT Fort Worth Staff. Unless otherwise indicated, this study used this traffic signal timing information when determining capacity analysis results at any existing traffic signals. Appendix H contains level of service outputs from the Synchro 11 traffic analysis software package. This study also considers peak hour factor by intersection and heavy truck percentage by movement when estimating delay and level of service at study intersections. This study uses the HCM methodologies included within the Synchro 11 traffic analysis software package to evaluate intersection capacity at study intersections. The study intersections are: • FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). • Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Delay based intersection Level of Service (LOS) is a qualitative measure of capacity and operating conditions and is directly related to vehicle delay. HCM methodologies give delay-based LOS a letter designation ranging from A to F with LOS A representing short delay and LOS F representing long delay. Table 5 contains the delay-based LOS criteria for signalized and unsignalized intersections. For this study, an acceptable condition is delay-based LOS D or better. An alternative measures of intersection capacity includes volume to capacity ratio (V/C) and 95th percentile queue length. Volume to capacity ratios at or above 0.80 suggest anticipated traffic volumes are starting to exceed the intersections capacity, which could indicate a need for mitigation. 95th percentile queue length indicates a queue length with a 5% probability of the observed queue length exceeding it during the analysis period. Table 6 contains a summary of the evaluated scenarios and associated exhibits. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 33 Table 5. Control Delay Based Level of Service (LOS) Criteria for Signalized and Unsignalized Intersections. Level of Service (LOS) Control Delay (seconds/vehicle) Description Signalized Unsignalized A ≤ 10.0 ≤ 10.0 Very low vehicle delays, free flow, and signal progression extremely favorable. B 10.1 to 20.0 10.1 to 15.0 Good signal progression, more vehicles stop and experience higher delays than for LOS A. C 20.1 to 35.0 15.1 to 25.0 Stable flow, fair signal progression, significant number of vehicles stop at signals. D 35.1 to 55.0 25.1 to 35.0 Congestion noticeable, longer delays and unfavorable signal progression. E 55.1 to 80.0 35.1 to 50.0 Limit of acceptable delay, unstable flow, poor signal progression, traffic near roadway capacity. F > 80.0 > 50.0 Unacceptable delays, extremely unstable flow and congestion, traffic exceeds roadway capacity. SOURCE: Highway Capacity Manual, 6th Edition, Transportation Research Board, 2016 Table 6. Intersection Capacity Analysis Scenarios and Associated Exhibits. Scenario Lane Configurations Traffic Volumes Existing 2023 Exhibit 1 Exhibit 3 Background 2024 Exhibit 1 Exhibit 4 Buildout 2024 Exhibit 2 Exhibit 10 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 34 Intersection 1 Table 7 contains a summary of the capacity analysis results for Intersection 1. Existing 2023: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Background 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Buildout 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. Given level of service and delay are similar in the Background and Buildout traffic conditions, this study does not propose any mitigations at Intersection 1. Table 7. Intersection Capacity Analysis Results for FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1). Scenario Peak Hour Intersection EB WB NB SB Existing 2023 AM 80.3 (F) 82.9 (F) 38.0 (D) 109.5 (F) 61.3 (E) MID 59.7 (E) 44.2 (D) 32.8 (C) 52.9 (D) 119.1 (F) PM 69.8 (E) 51.1 (D) 56.2 (E) 65.2 (E) 114.2 (F) Background 2024 AM 85.8 (F) 90.4 (F) 38.3 (D) 116.9 (F) 63.1 (E) MID 62.3 (E) 46.0 (D) 33.0 (C) 53.4 (D) 127.5 (F) PM 72.6 (E) 51.9 (D) 57.7 (E) 66.9 (E) 121.9 (F) Buildout 2024 AM 87.7 (F) 92.1 (F) 38.3 (D) 118.0 (F) 67.1 (E) MID 63.1 (E) 46.1 (D) 33.1 (C) 54.5 (D) 129.5 (F) PM 73.5 (E) 52.0 (D) 57.4 (E) 71.6 (E) 122.1 (F) 1 HCM methodologies discourage the use of intersection-wide delay for 1-Way & 2-Way Stop Control Analysis. 2 Delay in seconds/vehicle (Level of Service). 3 V/C = Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 35 Intersection 2 Table 8 contains a summary of the capacity analysis results for Intersection 1. Existing 2023: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76. Background 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81. Buildout 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.98. This is a worst-case scenario. It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more reasonable delay and volume to capacity ratio. Therefore, this study does not propose any mitigations at Intersection 2. Table 8. Intersection Capacity Analysis Results for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2). Scenario Peak Hour Intersection EB WB NB SB Existing 2023 AM -- -- -- 94.2 (F) V/C = 0.76 -- MID -- -- -- 18.5 (C) -- PM -- -- -- 19.3 (C) -- Background 2024 AM -- -- -- 106.8 (F) V/C = 0.81 -- MID -- -- -- 19.0 (C) -- PM -- -- -- 19.8 (C) -- Buildout 2024 AM -- -- -- 149.0 (F) V/C = 0.98 -- MID -- -- -- 20.4 (C) -- PM -- -- -- 20.9 (C) -- 1 HCM methodologies discourage the use of intersection-wide delay for 1-Way & 2-Way Stop Control Analysis. 2 Delay in seconds/vehicle (Level of Service). 3 V/C = Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 36 Intersection 3 Table 9 contains a summary of the capacity analysis results for Intersection 3. Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Table 9. Intersection Capacity Analysis Results for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3). Scenario Peak Hour Intersection EB WB NB SB Existing 2023 AM -- -- 19.1 (C) -- -- MID -- -- 15.2 (C) -- -- PM -- -- 19.1 (C) -- -- Background 2024 AM -- -- 19.5 (C) -- -- MID -- -- 15.4 (C) -- -- PM -- -- 19.6 (C) -- -- Buildout 2024 AM -- -- 22.7 (C) -- -- MID -- -- 17.1 (C) -- -- PM -- -- 21.6 (C) -- -- 1 HCM methodologies discourage the use of intersection-wide delay for 1-Way & 2-Way Stop Control Analysis. 2 Delay in seconds/vehicle (Level of Service). 3 V/C = Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 37 Queue Length Analysis This study uses queue length analyses to determine the probability the queue will extend: • Past the End of the Order Lane. • Onto Access 1. • Onto Southlake Blvd. Figure 3 shows the available onsite queuing space associated with the proposed development. It defines the following distances: • Distance A is the storage space from the Pick-Up Window to the Ordering location. This study estimates 9 vehicles can fit in this space. • Distance B is the storage space from the order location to the entry for the drive-thru lane. This study estimates 3 vehicles can fit in this space. • Distance C is the space from the entry to the drive-thru lane to the location of Access 1 as it comes into the development. This study estimates 9 vehicles can fit in this space. • Distance D is the space from the end of Distance C to Southlake Blvd. This study estimates 9 vehicles can fit in this space. Figure 3. Available Queuing Space for Proposed Site Plan. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 38 The developer provided the following information for existing Birdcall Restaurants: • During the Midday Peak Hour (Lunch), the average time in System is 315 seconds/veh. • During the PM Peak Hour (Dinner), the average time in system is 362 seconds/veh. Within this report, the queueing analysis uses a statistical model that assumes a Poisson distribution for vehicle arrivals and an exponential distribution (M/M/1 model) for service times. This model presumes queuing at the proposed location will be a function of: • The Peak Hour Arrival Rate (λ) (veh/hr). • Peak Hour Service Rate (μ) (veh/hr). • Average Time in System (hr/veh). This study presumes 75 % of the vehicles entering the site are the peak hour arrival rate (λ) for the applicable peak hour. The number of vehicles entering the site comes from the trip generation values in Table 2. For the M/M/1 queueing model, the equation for average time in system is: 𝐴𝑣𝑒𝑟𝑎𝑒𝑒 𝑆�ℎ𝑘𝑒 �ℎ𝑘 𝑆𝑦𝑟𝑟𝑒𝑘= 1 (𝜆−𝜆) Since the Average Time in System and Peak Hour Arrival Rate (λ) are known, it is possible to solve the equation to determine Peak Hour Service Rate (μ). Table 10 contains the known values and the calculated Peak Hour Service Rate (μ). Table 10. Variables for Estimating Queue Lengths. For the M/M/1 queueing model, the probability of a certain queue length being more than a specific value of (k) can be determined using the following equation: 𝑃𝑟𝑘𝑎𝑎𝑎�ℎ𝑘�ℎ𝑟𝑦 𝑘𝑒 𝑀𝑘𝑟𝑒 𝑆�𝑎𝑘 "𝑘" 𝑆𝑘�ℎ𝑟𝑟 �ℎ𝑘 𝑟�𝑒 𝑆𝑦𝑟𝑟𝑒𝑘=(𝜆 𝜆) 𝑘+1 For this study, “k” represents storage capacity. Table 11 contains values for “k” associated with the proposed development. Variable Midday Peak Hour PM Peak Hour Number of Entering Trips in Peak Hour (veh)63 42 Anticipated Percent Using Drive-Thru 75%75% Peak Hour Arrival Rate at Order Location, λ (veh/hr)48 32 Average Time in System (sec/veh)315 362 Average Time in System (hrs/veh)0.088 0.101 Calculated Service Rate, μ (veh/hr)60 42 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 39 Table 11. Storage Capacities for Proposed Development. Table 12 contains the probability of the queue extending to the following locations: • The end of the Order Lane (Distance B). • Access 1 (Distance B + Distance C). • Southlake Blvd (Distance B + Distance C + Distance D). Table 12. Queue Length Probabilities for the Proposed Development. The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the Midday Peak Hour is 1%; and the probability during the PM Peak Hour is <1%. Additionally, this study presumes Birdcall will either adjust their service time or take steps to have the queue extend into the development (rather than towards the roadway) if queueing issues were to occur. Based upon these results, the proposed site plan has sufficient queueing space for the anticipated demand. Vehicle Storage Area Value for "k" Pickup Window to Order Location (veh)9 Order Location to End of the Order Lane (veh)3 Order Location to Access 1 (veh)12 Order Location to Southlake Blvd (veh)21 Probabiliy of Queue Extending to:Midday Peak Hour PM Peak Hour End of the Order Lane 41%34% Access 1 5%3% Southlake Blvd 1%<1% Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 40 Conclusions This study analyzes the potential traffic impacts of the proposed development: Birdcall Restaurant. The location of the proposed development is east of FM 1938 (Randol Mill Ave) and south of FM 1709 (Southlake Blvd) in Southlake, TX. It will be an out parcel in an existing commercial development. Proposed Development The proposed land use(s) include: • Up to 2,400 square feet gross floor area of Fast-Food Restaurant with Drive-Through Window (ITE Land Use Code 934). The Restaurant will also have a 2,500 square foot patio area. Note: Most Birdcall Restaurants do not serve breakfast. However, this could change in the future, therefore, this report includes an AM Peak Hour analysis. The proposed development does not add any new access points. This study evaluates the following existing access points: • Access Point 1 (AP1): An existing right-in/right-out access along FM 1709 approximately 550 feet east of FM 1938. • Access Point 2 (AP 2): An existing right-in/right-out access along FM 1938 approximately 300 feet south of FM 1709. This study discusses (but does not evaluate) the following existing access points that are part of the larger commercial development. • Access Point A (AP A): An existing right-in/right-out/left-in access along FM 1709 approximately 1,050 feet east of FM 1938. • Access Point B (AP B): An existing right-in/right-out access along FM 1709 approximately 300 feet east of FM 1938. • Access Point C (AP C): An existing right-in/right-out access along FM 1938 approximately 130 feet south of FM 1709. This study estimates the total number of trips entering and exiting the proposed development will be (includes both pass-by and primary trips): • 7,272 Daily Trips. • 108 AM Peak Hour Trips. • 124 Midday Peak Hour Trips. • 80 PM Peak Hour Trips. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 41 Right Turn Deceleration Lane Analysis Access Point 1 (Intersection 2) • Volumes for Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) fall below the TxDOT threshold (60 vph) for considering a right-turn deceleration lane. Access Point 2 (Intersection 3) • Volumes for Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) fall below the TxDOT threshold (60 vph) for considering a right-turn deceleration lane. Intersection Capacity Analysis Intersection 1 • Existing 2023: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. • Background 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls within the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. • Buildout 2024: FM 1709 (Southlake Blvd) at FM 1938 (Randol Mill Ave) (Intersection 1) falls withi n the range for Intersection Level of Service F in the AM Peak Hour and E in the Midday and PM Peak Hour. • Given level of service and delay are similar in the Background and Buildout traffic conditions, this study does not propose any mitigations at Intersection 1. Intersection 2 • Existing 2023: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.76. • Background 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.81. • Buildout 2024: Access Point 1 (AP 1) at FM 1709 (Southlake Blvd) (Intersection 2) falls within the range for LOS F in the AM Peak Hour with a Volume to Capacity Ratio (V/C) of 0.98. This is a worst-case scenario. • It is likely reasonable and prudent drivers will redistribute to alternative exits to obtain a more reasonable delay and volume to capacity ratio. Therefore, this study does not propose any mitigations at Intersection 2. Intersection 3 • Access Point 2 (AP 2) at FM 1938 (Randol Mill Ave) (Intersection 3) falls within the range for Level of Service C or better in the evaluated scenarios. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 42 Queue Length Analysis • The queue length analysis suggests the probability of a queue extending onto Southlake Blvd during the Midday Peak Hour is 1%; and the probability during the PM Peak Hour is <1%. Additionally, this study presumes Birdcall will either adjust their service time or take steps to have the queue extend into the development (rather than towards the roadway) if queueing issues were to occur. Based upon these results, the proposed site plan has sufficient queueing space for the anticipated demand. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 43 Recommendations Buildout 2024 No mitigations proposed. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 44 Appendix A – Site Plan 9 9 9 9 8 8 9 9 8 8 8 8 8 8 8 8 8 8 15 12 24 22 14 12 9 9 8 8 9 9 9 9 9 9 26 3 15 5 5 2 6 8 17 5 6 6 2 12 15 4 7 6 4 11 5 14 2 4 6 7 8 14 13 7 8 9.0'EX. BUILDING ZONING C-3 71,301 SF EX. BUILDING ZONING C-3 15,561 SF EX. BUILDING ZONING C-3 20,236 SF 24.0' LOT 5, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 6, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.) LOT 7, BLOCK 1, SOUTHLAKE CROSSING PHASE II (CABINET A, SLIDE 2425, P.R.T.C.T.)25' UTILITY EAS E ME NT CABI N ET A, SLI DE 2425P.R.T.C.T.50' BUIL DI N G LI N E CABI N ET A, SLI DE 2425P.R.T.C.T. 15' UTILITY EASEMENT CABINET A, SLIDE 1613 P.R.T.C.T.50' BUIL DI N G LI N E CABI NET A, SLI DE 1614P.R.T.C.T.10 i.10 i.10 f.10 g.30' SETBA CK (PER Z O NI N G)30' SETBA C K (PER ZO NI N G)25' SETBACK(PER ZONING)25' SETBACK(PER ZONING)10' SETBACK (PER ZONING)10' SETBA CK (PER ZO NI N G) 15' DRAINAGE & UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 20' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j.15' DRAINAGE & UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. (TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 48' DRAINAGE EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. (TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448 PART OF TRACT 3 40' PERIMETER, ACCESS DRIVE, VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1694 VOLUME 14393, PAGE 448 D.R.T.C.T. 48' DRAINAGE & UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. 25' COMMON ACCESS EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 15' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. 15' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 15' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 25' UTILITY EASEMENT CABINET A, SLIDE 1614 P.R.T.C.T. 10 g. 25' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. 25'X52' COMMON ACCESS EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 i. 35' UTILITY EASEMENT CABINET A, SLIDE 2425 P.R.T.C.T. 10 j. (TRACT 3) 40' PERIMETER ACCESS DRIVE EASEMENT VOLUME 9734, PAGE 478 & VOLUME 11474, PAGE 1894 VOLUME 14393, PAGE 448••••••• ••• ••••••••••••565.00'••••••••••••••••••••••2 2 0 . 0 0 ' ••••• • • • • • • • • • • • • • • • • •80.00'••••••••••••••••••••••1 9 6 . 7 4 '••••••••••••••••••••••114.33'• • • • • • • • • • • • • • • • • • • • • • 1 5 9 . 5 8 '••••••••••••••• • ••••••226.92'••••••••••••••••••••1044.45'••••••••••••••••••••••317.33' ••••• • • • • • • • • • • • • • • • • •65.85'••••••••••••••••••••••1 9 0 . 0 0 ' ••••• • • • • • • • • • • • • • • • • •20.00'••••••••••••••••••••••2 0 5 . 0 0 ' 50' BUILDING LINE CABINET A, SLIDE 2425 P.R.T.C.T. 9. 0 '18.0'(TYP.) R 5'R5' R 5 'R10'R 5' R 5' R5 'R5'R 3'R5'R 5 'R 5 'R5'R5'R5'R5'R10'R 5'R5'R5'R5'R5'R5'R5'R 5 'R5' R 10'18.0'18.0'18.0'18.0'18.0'18.0'18.0'18.0'18.0'9. 0 ' 9. 0 '18.0'9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 9 . 0 ' 9. 0 ' 9. 0 '24.0'24.0'24.0'24.0'24.0'24.0'24.0'EX. BUILDING ZONING C-3 5,000 SF 15.0'15.0'66.7' PROP. OPEN SPACE PROP. PATIO PROP. PATIO DRIV E THRU 5 0 . 0 '36.7'PROP. SIDEWALK PROP. DUMPSTER PROP. SIDEWALK PROP. SIGN PROP. BUILDING ZONING C-3 4900 SF (INCLUDING 2500 SF PATIO) 6 0 . 0 ' LEGEND FILENAME:C3.0 SITE PLAN_SHP22002.dwgPLOTTED BY: Sydney FosterFULL PATH: K:\Jobs\SHP22002_Southlake Marketplace\Drawings\03 - ProductionK:\Jobs\SHP22002_Southlake Marketplace\Drawings\03 - Production\C3.0 SITE PLAN_SHP22002PLOTTED DATE: 1/5/2023SITE PLAN CITY PROJECT NO. SPXX-XXXX SOUTHLAKE MARKETPLACE 11.646 ACRES LOT 5 & 7, BLOCK 1 ALTA/ACSM LAND TITLE SURVEY (INST. NO. 20190215010000670) CITY OF SOUTHLAKE, TARRANT, TEXAS PREPARATION DATE: XX/XX/XXXX OWNER/APPLICANT SHOP COMPANIES 4809 COLE AVE #330 DALLAS, TX 75205 PH: 214-960-4545 CONTACT: BUCK WHEELER LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT COMAPNY LANDSCAPE ADDRESS LANDSCAPE ADDRESS PH: LANDSCAPE PHONE NUMBER CONTACT: LA ARCHITECT, RLA ENGINEER KIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 PH: 817-488-4960 CONTACT: SHEA KIRKMAN, PE SURVEYOR TEXAS HERITAGE SURVEYING, LLC 10610 METRIC DR, SUITE 124 DALLAS, TX 75243 PH: 214-340-9700 CONTACT: GARY E. JOHNSON, RPLS CONCEPT PLAN GRAPHIC SCALE FEET012060 SCALE: 1" = 60' FIRE LANE STRIPING ACCESSIBLE ROUTE PARKING COUNT PROPERTY BOUNDARY FIRELANE 10 KE PROJECT CLIENT LOGO 4809 COLE AVE #330 DALLAS, TX 75205 214-960-4545 SHEET:REV:DATE:DESCRIPTION:SOUTHLAKEMARKETPLACELOT 5, 6, & 7, BLOCK 1CITY OF SOUTHLAKETARRANT, TEXASKIRKMAN ENGINEERING, LLC 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 TEXAS FIRM NO. 15874 JOB NUMBER: ISSUE DATE: SHP22002 1/5/2023 PRELIMINARY FOR REVIEW ONLY THESE DOCUMENTS ARE FOR DESIGN REVIEW ONLY AND NOT INTENDED FOR THE PURPOSES OF CONSTRUCTION, BIDDING OR PERMIT. THEY WERE PREPARED BY, OR UNDER THE SUPERVISION OF: P.E.# 91865 SHEA O. KIRKMAN DATE: January 5, 2023 SITE PLAN DATA TABLE EXISTING ZONING C-3 PROPOSED ZONING C-3 TOTAL NUMBER OF PROPOSED LOTS 3 TOTAL LOT AREA (SF) / (ACRES)544,897 / 12.509 LOT 5 400,898 / 9.203 LOT 6 37,618 / 0.863 LOT 7 106,381 / 2.442 AREA OF OPEN SPACE (SF)117,590 PERCENTAGE OF OPEN SPACE (%)21.58% REQUIRED PARKING 662 PROVIDED PARKING STANDARD 577 HANDICAP 23 TOTAL 600 TOTAL BUILDING AREA (SF)117,057 BUILDING HEIGHT 24'-0" (1 STORY) # OF STORIES 1 BUILDING LOT COVERAGE (%) / FLOOR AREA RATIO 21.5% / 0.215:1 ANTICIPATED SCHEDULE OF DEVELOPMENT Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 46 Appendix B – Scoping Email 1 James Robertson From:Hetal Bhatt Sent:Friday, January 20, 2023 5:02 PM To:Sandra Endy Cc:Jody Short Subject:RE: Southlake Marketplace Commercial TIA Thank you for taking the time to discuss this scope of work with me. Below are the brief notes on the conversation. Please feel free to comment as you deem fit. 1. LEE will add the stacking analysis to the scope of work 2. The City agrees with the study area and scope of work (with the consideration of item 1) Hetal H. Bhatt, P.E., PTOE Lee Engineering, LLC (972) 456‐9039 direct (682) 556‐1883 mobile From: Hetal Bhatt Sent: Friday, January 20, 2023 3:57 PM To: Sandra Endy <SEndy@ci.southlake.tx.us> Cc: Jody Short <jshort@lee‐eng.com> Subject: RE: Southlake Marketplace Commercial TIA 2 3 Hetal H. Bhatt, P.E., PTOE Lee Engineering, LLC (972) 456‐9039 direct (682) 556‐1883 mobile From: Hetal Bhatt Sent: Friday, January 20, 2023 3:53 PM To: Sandra Endy <SEndy@ci.southlake.tx.us> Cc: Jody Short <jshort@lee‐eng.com> Subject: FW: Southlake Marketplace Commercial TIA Attached per our conversation. Hetal H. Bhatt, P.E., PTOE Lee Engineering, LLC (972) 456‐9039 direct (682) 556‐1883 mobile From: Hetal Bhatt Sent: Monday, January 16, 2023 4:05 PM To: Kevin Ferrer <kferrer@cityofsouthlake.com> Cc: Jody Short <jshort@lee‐eng.com> Subject: Southlake Marketplace Commercial TIA [Filed 16 Jan 2023 16:05] 4 Kevin, Good afternoon. Kirkman Engineering approached us to perform a Traffic Impact Analysis (TIA) for a commercial site in Southlake near the northeast corner of Southlake Boulevard and Davis Boulevard (The site plan and .kmz file are attached). We understand that the City has requested a TIA for the proposed development. Please let us know if the scope of work described below meets the City’s needs or not. If not, please let me know what needs to be added. Study intersections 1. Davis Boulevard and Southlake Boulevard (Existing) 2. Southlake Boulevard and Second Driveway from the west (Existing) 3. Davis Boulevard and Second Driveway from the north (Existing) Data collections 1. Collect weekday AM and PM peak period turning movement counts for the existing intersections in the above Task 2. Existing lane configurations for the study area intersections Trip Generation Estimates 1. Based on the latest edition of the ITE Trip Generation Manual Pass‐by reductions will be applied, if applicable Traffic Analysis 1. Intersection capacity analyses for the AM and PM peak hours under the existing and Build‐out Year (background and total) for the study intersections Thank you, HETAL BHATT, PE, PTOE PROJECT MANAGER 3030 LBJ Freeway, Suite 1660 Dallas, TX 75234 (972) 248‐3006 office (972) 456‐9039 direct (682) 556‐1883 mobile www.leeengineering.com Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 51 Appendix C – Turning Movement Count Data SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Feb 16, 2023 Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039820, Location: 32.937605, -97.18582 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 6:30AM 18 291 20 0 329329 19 59 15 1 9494 21 79 73 1 174174 28 41 2 0 7171 668668 6:45AM 25 400 27 3 455455 21 59 14 0 9494 19 97 89 2 207207 27 52 6 3 8888 844844 Hourly Total 43 691 47 3 784784 40 118 29 1 188188 40 176 162 3 381381 55 93 8 3 159159 15121512 7:00AM 28 390 38 1 457457 38 64 11 1 114114 17 114 122 2 255255 41 83 13 0 137137 963963 7:15AM 31 486 42 3 562562 45 69 19 1 134134 23 135 125 0 283283 57 95 18 0 170170 11491149 7:30AM 34 400 27 0 461461 40 110 26 0 176176 31 208 160 2 401401 82 118 22 1 223223 12611261 7:45AM 46 358 40 0 444444 55 128 30 0 213213 34 191 151 7 383383 90 100 21 1 212212 12521252 Hourly Total 139 1634 147 4 19241924 178 371 86 2 637637 105 648 558 11 13221322 270 396 74 2 742742 46254625 8:00AM 48 397 46 4 495495 69 123 32 0 224224 58 152 113 1 324324 48 75 14 0 137137 11801180 8:15AM 35 354 36 0 425425 66 127 28 0 221221 54 144 113 2 313313 51 82 22 1 156156 11151115 8:30AM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00 Hourly Total 83 751 82 4 920920 135 250 60 0 445445 112 296 226 3 637637 99 157 36 1 293293 22952295 4:30PM 41 220 51 5 317317 119 363 58 0 540540 65 104 83 15 267267 57 207 56 0 320320 14441444 4:45PM 38 236 42 5 321321 105 380 50 0 535535 65 104 81 10 260260 82 194 46 0 322322 14381438 Hourly Total 79 456 93 10 638638 224 743 108 0 10751075 130 208 164 25 527527 139 401 102 0 642642 28822882 5:00PM 40 224 56 6 326326 128 337 51 0 516516 60 138 90 5 293293 55 237 55 1 348348 14831483 5:15PM 36 235 49 4 324324 134 377 42 0 553553 63 153 107 14 337337 49 218 59 0 326326 15401540 5:30PM 35 234 41 4 314314 98 353 61 1 513513 56 126 101 15 298298 50 159 52 0 261261 13861386 5:45PM 36 248 47 13 344344 86 368 41 2 497497 71 119 97 11 298298 47 180 51 1 279279 14181418 Hourly Total 147 941 193 27 13081308 446 1435 195 3 20792079 250 536 395 45 12261226 201 794 217 2 12141214 58275827 6:00PM 25 247 51 8 331331 108 380 63 0 551551 50 116 82 12 260260 60 138 37 3 238238 13801380 6:15PM 26 220 43 7 296296 102 360 56 2 520520 47 115 92 13 267267 70 157 46 4 277277 13601360 Hourly Total 51 467 94 15 627627 210 740 119 2 10711071 97 231 174 25 527527 130 295 83 7 515515 27402740 TotalTotal 542 4940 656 63 62016201 1233 3657 597 8 54955495 734 2095 1679 112 46204620 894 2136 520 15 35653565 1988119881 % Approach% Approach 8.7% 79.7% 10.6% 1.0% --22.4% 66.6% 10.9% 0.1% --15.9% 45.3% 36.3% 2.4% --25.1% 59.9% 14.6% 0.4% --- % Total% Total 2.7% 24.8% 3.3% 0.3% 31.2%31.2%6.2% 18.4% 3.0% 0% 27.6%27.6%3.7% 10.5% 8.4% 0.6% 23.2%23.2%4.5% 10.7% 2.6% 0.1% 17.9%17.9%- LightsLights 539 4910 647 63 61596159 1224 3617 589 8 54385438 720 2063 1659 111 45534553 887 2107 514 15 35233523 19673 % Lights% Lights 99.4% 99.4% 98.6% 100% 99.3%99.3%99.3% 98.9% 98.7% 100% 99.0%99.0%98.1% 98.5% 98.8% 99.1% 98.5%98.5%99.2% 98.6% 98.8% 100% 98.8%98.8%99.0% Articulated TrucksArticulated Trucks 1 8 0 0 99 2 12 1 0 1515 3 8 4 0 1515 1 3 0 0 44 43 % Articulated Trucks% Articulated Trucks 0.2% 0.2% 0% 0% 0.1%0.1%0.2% 0.3% 0.2% 0% 0.3%0.3%0.4% 0.4% 0.2% 0% 0.3%0.3%0.1% 0.1% 0% 0% 0.1%0.1%0.2% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 2 22 9 0 3333 7 28 7 0 4242 11 24 16 1 5252 6 26 6 0 3838 165 % Buses and Single-% Buses and Single- Unit TrucksUnit Trucks 0.4% 0.4% 1.4% 0% 0.5%0.5%0.6% 0.8% 1.2% 0% 0.8%0.8%1.5% 1.1% 1.0% 0.9% 1.1%1.1%0.7% 1.2% 1.2% 0% 1.1%1.1%0.8% *L: Left, R: Right, T: Thru, U: U-Turn SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Mar 23, 2023 Full Length (11:30 AM-1:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1049337, Location: 32.937605, -97.18582 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-03-23 11:30AM 69 172 38 2 281281 43 209 64 5 321321 56 58 33 2 149149 51 73 84 4 212212 963963 11:45AM 72 143 36 6 257257 45 186 53 10 294294 35 90 38 2 165165 64 87 83 10 244244 960960 Hourly Total 141 315 74 8 538538 88 395 117 15 615615 91 148 71 4 314314 115 160 167 14 456456 19231923 12:00PM 79 182 37 7 305305 38 171 63 8 280280 43 94 38 4 179179 56 72 94 7 229229 993993 12:15PM 91 175 35 4 305305 50 176 40 14 280280 45 87 28 4 164164 52 102 92 8 254254 10031003 12:30PM 81 197 38 1 317317 36 210 38 9 293293 43 107 41 0 191191 54 90 67 10 221221 10221022 12:45PM 93 169 35 7 304304 38 188 52 9 287287 40 89 37 2 168168 70 101 114 6 291291 10501050 Hourly Total 344 723 145 19 12311231 162 745 193 40 11401140 171 377 144 10 702702 232 365 367 31 995995 40684068 1:00PM 98 262 52 6 418418 51 198 51 16 316316 49 92 41 4 186186 67 83 82 6 238238 11581158 1:15PM 104 280 51 3 438438 26 200 35 8 269269 43 93 39 1 176176 53 89 87 14 243243 11261126 Hourly Total 202 542 103 9 856856 77 398 86 24 585585 92 185 80 5 362362 120 172 169 20 481481 22842284 TotalTotal 687 1580 322 36 26252625 327 1538 396 79 23402340 354 710 295 19 13781378 467 697 703 65 19321932 82758275 % Approach% Approach 26.2% 60.2% 12.3% 1.4% --14.0% 65.7% 16.9% 3.4% --25.7% 51.5% 21.4% 1.4% --24.2% 36.1% 36.4% 3.4% --- % Total% Total 8.3% 19.1% 3.9% 0.4% 31.7%31.7%4.0% 18.6% 4.8% 1.0% 28.3%28.3%4.3% 8.6% 3.6% 0.2% 16.7%16.7%5.6% 8.4% 8.5% 0.8% 23.3%23.3%- LightsLights 678 1548 314 36 25762576 315 1504 386 79 22842284 351 690 286 19 13461346 457 678 684 65 18841884 8090 % Lights% Lights 98.7% 98.0% 97.5% 100% 98.1%98.1%96.3% 97.8% 97.5% 100% 97.6%97.6%99.2% 97.2% 96.9% 100% 97.7%97.7%97.9% 97.3% 97.3% 100% 97.5%97.5%97.8% Articulated TrucksArticulated Trucks 2 8 2 0 1212 2 9 1 0 1212 0 4 4 0 88 1 5 5 0 1111 43 % Articulated Trucks% Articulated Trucks 0.3% 0.5% 0.6% 0% 0.5%0.5%0.6% 0.6% 0.3% 0% 0.5%0.5%0% 0.6% 1.4% 0% 0.6%0.6%0.2% 0.7% 0.7% 0% 0.6%0.6%0.5% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 7 24 6 0 3737 10 25 9 0 4444 3 16 5 0 2424 9 14 14 0 3737 142 % Buses and Single-% Buses and Single- Unit TrucksUnit Trucks 1.0% 1.5% 1.9% 0% 1.4%1.4%3.1% 1.6% 2.3% 0% 1.9%1.9%0.8% 2.3% 1.7% 0% 1.7%1.7%1.9% 2.0% 2.0% 0% 1.9%1.9%1.7% *L: Left, R: Right, T: Thru, U: U-Turn SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Feb 16, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039820, Location: 32.937605, -97.18582 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 7:15AM 31 486 42 3 562562 45 69 19 1 134134 23 135 125 0 283283 57 95 18 0 170170 11491149 7:30AM 34 400 27 0 461461 40 110 26 0 176176 31 208 160 2 401401 82 118 22 1 223223 12611261 7:45AM 46 358 40 0 444444 55 128 30 0 213213 34 191 151 7 383383 90 100 21 1 212212 12521252 8:00AM 48 397 46 4 495495 69 123 32 0 224224 58 152 113 1 324324 48 75 14 0 137137 11801180 TotalTotal 159 1641 155 7 19621962 209 430 107 1 747747 146 686 549 10 13911391 277 388 75 2 742742 48424842 % Approach% Approach 8.1% 83.6% 7.9% 0.4% --28.0% 57.6% 14.3% 0.1% --10.5% 49.3% 39.5% 0.7% --37.3% 52.3% 10.1% 0.3% --- % Total% Total 3.3% 33.9% 3.2% 0.1% 40.5%40.5%4.3% 8.9% 2.2% 0% 15.4%15.4%3.0% 14.2% 11.3% 0.2% 28.7%28.7%5.7% 8.0% 1.5% 0% 15.3%15.3%- PHFPHF 0.828 0.844 0.842 0.438 0.8730.873 0.757 0.840 0.836 0.250 0.8340.834 0.629 0.825 0.858 0.357 0.8670.867 0.769 0.822 0.852 0.500 0.8320.832 0.960 LightsLights 157 1633 151 7 19481948 207 416 105 1 729729 142 673 537 9 13611361 273 383 72 2 730730 4768 % Lights% Lights 98.7% 99.5% 97.4% 100% 99.3%99.3%99.0% 96.7% 98.1% 100% 97.6%97.6%97.3% 98.1% 97.8% 90.0% 97.8%97.8%98.6% 98.7% 96.0% 100% 98.4%98.4%98.5% Articulated TrucksArticulated Trucks 1 3 0 0 44 0 1 0 0 11 2 5 2 0 99 1 1 0 0 22 16 % Articulated Trucks% Articulated Trucks 0.6% 0.2% 0% 0% 0.2%0.2%0% 0.2% 0% 0% 0.1%0.1%1.4% 0.7% 0.4% 0% 0.6%0.6%0.4% 0.3% 0% 0% 0.3%0.3%0.3% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 1 5 4 0 1010 2 13 2 0 1717 2 8 10 1 2121 3 4 3 0 1010 58 % Buses and Single-% Buses and Single- Unit TrucksUnit Trucks 0.6% 0.3% 2.6% 0% 0.5%0.5%1.0% 3.0% 1.9% 0% 2.3%2.3%1.4% 1.2% 1.8% 10.0% 1.5%1.5%1.1% 1.0% 4.0% 0% 1.3%1.3%1.2% *L: Left, R: Right, T: Thru, U: U-Turn SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Mar 23, 2023 Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1049337, Location: 32.937605, -97.18582 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-03-23 12:30PM 81 197 38 1 317317 36 210 38 9 293293 43 107 41 0 191191 54 90 67 10 221221 10221022 12:45PM 93 169 35 7 304304 38 188 52 9 287287 40 89 37 2 168168 70 101 114 6 291291 10501050 1:00PM 98 262 52 6 418418 51 198 51 16 316316 49 92 41 4 186186 67 83 82 6 238238 11581158 1:15PM 104 280 51 3 438438 26 200 35 8 269269 43 93 39 1 176176 53 89 87 14 243243 11261126 TotalTotal 376 908 176 17 14771477 151 796 176 42 11651165 175 381 158 7 721721 244 363 350 36 993993 43564356 % Approach% Approach 25.5% 61.5% 11.9% 1.2% --13.0% 68.3% 15.1% 3.6% --24.3% 52.8% 21.9% 1.0% --24.6% 36.6% 35.2% 3.6% --- % Total% Total 8.6% 20.8% 4.0% 0.4% 33.9%33.9%3.5% 18.3% 4.0% 1.0% 26.7%26.7%4.0% 8.7% 3.6% 0.2% 16.6%16.6%5.6% 8.3% 8.0% 0.8% 22.8%22.8%- PHFPHF 0.904 0.811 0.846 0.607 0.8430.843 0.740 0.948 0.846 0.656 0.9220.922 0.893 0.890 0.963 0.438 0.9440.944 0.871 0.899 0.768 0.643 0.8530.853 0.940 LightsLights 370 895 174 17 14561456 145 774 172 42 11331133 174 376 156 7 713713 238 355 342 36 971971 4273 % Lights% Lights 98.4% 98.6% 98.9% 100% 98.6%98.6%96.0%97.2% 97.7% 100% 97.3%97.3%99.4% 98.7% 98.7% 100% 98.9%98.9%97.5% 97.8% 97.7% 100% 97.8%97.8%98.1% Articulated TrucksArticulated Trucks 1 4 0 0 55 1 4 1 0 66 0 0 1 0 11 1 3 1 0 55 17 % Articulated Trucks% Articulated Trucks 0.3% 0.4% 0% 0% 0.3%0.3%0.7% 0.5% 0.6% 0% 0.5%0.5%0% 0% 0.6% 0% 0.1%0.1%0.4% 0.8% 0.3% 0% 0.5%0.5%0.4% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 5 9 2 0 1616 5 18 3 0 2626 1 5 1 0 77 5 5 7 0 1717 66 % Buses and Single-% Buses and Single- Unit TrucksUnit Trucks 1.3% 1.0% 1.1% 0% 1.1%1.1%3.3% 2.3% 1.7% 0% 2.2%2.2%0.6% 1.3% 0.6% 0% 1.0%1.0%2.0% 1.4% 2.0% 0% 1.7%1.7%1.5% *L: Left, R: Right, T: Thru, U: U-Turn SSOOUUTTHHLLAAKKEE BBLLVVDD @@ RANDOL_MILL -- TTMMCCThu Feb 16, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039820, Location: 32.937605, -97.18582 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 4:30PM 41 220 51 5 317317 119 363 58 0 540540 65 104 83 15 267267 57 207 56 0 320320 14441444 4:45PM 38 236 42 5 321321 105 380 50 0 535535 65 104 81 10 260260 82 194 46 0 322322 14381438 5:00PM 40 224 56 6 326326 128 337 51 0 516516 60 138 90 5 293293 55 237 55 1 348348 14831483 5:15PM 36 235 49 4 324324 134 377 42 0 553553 63 153 107 14 337337 49 218 59 0 326326 15401540 TotalTotal 155 915 198 20 12881288 486 1457 201 0 21442144 253 499 361 44 11571157 243 856 216 1 13161316 59055905 % Approach% Approach 12.0% 71.0% 15.4% 1.6% --22.7% 68.0% 9.4% 0% --21.9% 43.1% 31.2% 3.8% --18.5% 65.0% 16.4% 0.1% --- % Total% Total 2.6% 15.5% 3.4% 0.3% 21.8%21.8%8.2% 24.7% 3.4% 0% 36.3%36.3%4.3% 8.5% 6.1% 0.7% 19.6%19.6%4.1% 14.5% 3.7% 0% 22.3%22.3%- PHFPHF 0.945 0.969 0.884 0.833 0.9880.988 0.907 0.959 0.866 - 0.9690.969 0.973 0.815 0.843 0.733 0.8580.858 0.741 0.903 0.915 0.250 0.9450.945 0.959 LightsLights 155 908 197 20 12801280 484 1448 201 0 21332133 250 495 359 44 11481148 243 844 214 1 13021302 5863 % Lights% Lights 100% 99.2% 99.5% 100% 99.4%99.4%99.6% 99.4% 100% 0% 99.5%99.5%98.8% 99.2% 99.4% 100% 99.2%99.2%100% 98.6% 99.1% 100% 98.9%98.9%99.3% Articulated TrucksArticulated Trucks 0 3 0 0 33 0 3 0 0 33 1 1 0 0 22 0 1 0 0 11 9 % Articulated Trucks% Articulated Trucks 0% 0.3% 0% 0% 0.2%0.2%0% 0.2% 0% 0% 0.1%0.1%0.4% 0.2% 0% 0% 0.2%0.2%0% 0.1% 0% 0% 0.1%0.1%0.2% Buses and Single-UnitBuses and Single-Unit TrucksTrucks 0 4 1 0 55 2 6 0 0 88 2 3 2 0 77 0 11 2 0 1313 33 % Buses and Single-Unit% Buses and Single-Unit TrucksTrucks 0% 0.4% 0.5% 0% 0.4%0.4%0.4% 0.4% 0% 0% 0.4%0.4%0.8% 0.6% 0.6% 0% 0.6%0.6%0% 1.3% 0.9% 0% 1.0%1.0%0.6% *L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC Thu Feb 16, 2023 Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039824, Location: 32.938522, -97.184187 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 6:30AM 0 405 0 0 405405 0 109 1 0 110110 0 0 11 0 1111 0 0 0 0 00 526526 6:45AM 0 519 0 0 519519 0 85 0 0 8585 0 0 11 0 1111 0 0 0 0 00 615615 Hourly Total 0 924 0 0 924924 0 194 1 0 195195 0 0 22 0 2222 0 0 0 0 00 11411141 7:00AM 0 520 0 0 520520 0 124 0 0 124124 0 0 16 0 1616 0 0 1 0 11 661661 7:15AM 0 712 1 0 713713 0 154 0 0 154154 0 0 19 0 1919 0 0 1 0 11 887887 7:30AM 0 653 4 0 657657 0 177 0 0 177177 0 0 27 0 2727 0 0 0 0 00 861861 7:45AM 0 586 5 0 591591 0 204 0 0 204204 0 0 25 0 2525 0 0 1 0 11 821821 Hourly Total 0 2471 10 0 24812481 0 659 0 0 659659 0 0 87 0 8787 0 0 3 0 33 32303230 8:00AM 0 548 3 0 551551 0 224 1 0 225225 0 0 17 0 1717 0 0 0 0 00 793793 8:15AM 0 531 3 0 534534 0 197 0 0 197197 0 0 23 0 2323 0 0 1 0 11 755755 8:30AM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00 Hourly Total 0 1079 6 0 10851085 0 421 1 0 422422 0 0 40 0 4040 0 0 1 0 11 15481548 4:30PM 0 344 4 0 348348 0 537 5 0 542542 0 0 16 0 1616 0 0 0 0 00 906906 4:45PM 0 387 4 0 391391 0 539 3 0 542542 0 0 6 0 66 0 0 2 0 22 941941 Hourly Total 0 731 8 0 739739 0 1076 8 0 10841084 0 0 22 0 2222 0 0 2 0 22 18471847 5:00PM 0 360 2 0 362362 0 552 1 0 553553 0 0 12 0 1212 0 0 0 0 00 927927 5:15PM 0 380 3 0 383383 0 506 1 0 507507 0 0 10 0 1010 0 0 0 0 00 900900 5:30PM 0 382 5 0 387387 0 274 4 0 278278 0 0 13 0 1313 0 0 0 0 00 678678 5:45PM 0 382 5 0 387387 0 256 2 0 258258 0 0 5 0 55 0 0 0 0 00 650650 Hourly Total 0 1504 15 0 15191519 0 1588 8 0 15961596 0 0 40 0 4040 0 0 0 0 00 31553155 6:00PM 0 353 5 0 358358 0 298 2 0 300300 0 0 8 0 88 0 0 0 0 00 666666 6:15PM 0 377 4 0 381381 0 280 3 0 283283 0 0 9 0 99 0 0 0 0 00 673673 6:30PM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00 Hourly Total 0 730 9 0 739739 0 578 5 0 583583 0 0 17 0 1717 0 0 0 0 00 13391339 TotalTotal 0 7439 48 0 74877487 0 4516 23 0 45394539 0 0 228 0 228228 0 0 6 0 66 1226012260 % Approach% Approach 0% 99.4% 0.6% 0% --0% 99.5% 0.5% 0% --0% 0% 100% 0% --0% 0% 100% 0% --- % Total% Total 0% 60.7% 0.4% 0% 61.1%61.1%0% 36.8% 0.2% 0% 37.0%37.0%0% 0% 1.9% 0% 1.9%1.9%0% 0% 0% 0% 0%0%- LightsLights 0 7377 48 0 74257425 0 4459 23 0 44824482 0 0 228 0 228228 0 0 5 0 55 12140 % Lights% Lights 0% 99.2% 100% 0% 99.2%99.2%0% 98.7% 100% 0% 98.7%98.7%0% 0% 100% 0% 100%100%0% 0% 83.3% 0% 83.3%83.3%99.0% Articulated TrucksArticulated Trucks 0 15 0 0 1515 0 16 0 0 1616 0 0 0 0 00 0 0 0 0 00 31 % Articulated Trucks% Articulated Trucks 0% 0.2% 0% 0% 0.2%0.2%0% 0.4% 0% 0% 0.4%0.4%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.3% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 47 0 0 4747 0 41 0 0 4141 0 0 0 0 00 0 0 1 0 11 89 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0.6% 0% 0% 0.6%0.6%0% 0.9% 0% 0% 0.9%0.9%0% 0% 0% 0% 0%0%0% 0% 16.7% 0% 16.7%16.7%0.7% *L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC Thu Mar 23, 2023 Full Length (11:30 AM-1:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1049339, Location: 32.938522, -97.184187 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD SECOND DWY FROM W COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-03-23 11:30AM 0 357 7 0 364364 0 305 1 0 306306 0 0 11 0 1111 0 0 2 0 22 683683 11:45AM 0 338 4 0 342342 0 302 2 0 304304 0 0 13 0 1313 0 0 1 0 11 660660 Hourly Total 0 695 11 0 706706 0 607 3 0 610610 0 0 24 0 2424 0 0 3 0 33 13431343 12:00PM 0 340 3 0 343343 0 369 1 0 370370 0 0 10 0 1010 0 0 7 0 77 730730 12:15PM 0 338 8 0 346346 0 328 1 0 329329 0 0 14 0 1414 0 0 4 0 44 693693 12:30PM 0 321 3 0 324324 0 331 1 0 332332 0 0 10 0 1010 0 0 3 0 33 669669 12:45PM 0 354 7 0 361361 0 302 0 0 302302 0 0 14 0 1414 0 0 1 0 11 678678 Hourly Total 0 1353 21 0 13741374 0 1330 3 0 13331333 0 0 48 0 4848 0 0 15 0 1515 27702770 1:00PM 0 329 4 0 333333 0 402 5 0 407407 0 0 13 0 1313 0 0 2 0 22 755755 1:15PM 0 316 6 0 322322 0 407 2 0 409409 0 0 14 0 1414 0 0 0 0 00 745745 Hourly Total 0 645 10 0 655655 0 809 7 0 816816 0 0 27 0 2727 0 0 2 0 22 15001500 TotalTotal 0 2693 42 0 27352735 0 2746 13 0 27592759 0 0 99 0 9999 0 0 20 0 2020 56135613 % Approach% Approach 0% 98.5% 1.5% 0% --0% 99.5% 0.5% 0% --0% 0% 100% 0% --0% 0% 100% 0% --- % Total% Total 0% 48.0% 0.7% 0% 48.7%48.7%0% 48.9% 0.2% 0% 49.2%49.2%0% 0% 1.8% 0% 1.8%1.8%0% 0% 0.4% 0% 0.4%0.4%- LightsLights 0 2635 42 0 26772677 0 2703 11 0 27142714 0 0 99 0 9999 0 0 20 0 2020 5510 % Lights% Lights 0% 97.8% 100% 0% 97.9%97.9%0% 98.4% 84.6% 0% 98.4%98.4%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%98.2% Articulated TrucksArticulated Trucks 0 13 0 0 1313 0 7 0 0 77 0 0 0 0 00 0 0 0 0 00 20 % Articulated Trucks% Articulated Trucks 0% 0.5% 0% 0% 0.5%0.5%0% 0.3% 0% 0% 0.3%0.3%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.4% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 45 0 0 4545 0 36 2 0 3838 0 0 0 0 00 0 0 0 0 00 83 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 1.7% 0% 0% 1.6%1.6%0% 1.3% 15.4% 0% 1.4%1.4%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%1.5% *L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC Thu Feb 16, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039824, Location: 32.938522, -97.184187 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 7:15AM 0 712 1 0 713713 0 154 0 0 154154 0 0 19 0 1919 0 0 1 0 11 887887 7:30AM 0 653 4 0 657657 0 177 0 0 177177 0 0 27 0 2727 0 0 0 0 00 861861 7:45AM 0 586 5 0 591591 0 204 0 0 204204 0 0 25 0 2525 0 0 1 0 11 821821 8:00AM 0 548 3 0 551551 0 224 1 0 225225 0 0 17 0 1717 0 0 0 0 00 793793 TotalTotal 0 2499 13 0 25122512 0 759 1 0 760760 0 0 88 0 8888 0 0 2 0 22 33623362 % Approach% Approach 0% 99.5% 0.5% 0% --0% 99.9% 0.1% 0% --0% 0% 100% 0% --0% 0% 100% 0% --- % Total% Total 0% 74.3% 0.4% 0% 74.7%74.7%0% 22.6% 0% 0% 22.6%22.6%0% 0% 2.6% 0% 2.6%2.6%0% 0% 0.1% 0% 0.1%0.1%- PHFPHF - 0.877 0.650 - 0.8810.881 - 0.847 0.250 - 0.8440.844 - - 0.815 - 0.8150.815 - - 0.500 - 0.5000.500 0.948 LightsLights 0 2471 13 0 24842484 0 739 1 0 740740 0 0 88 0 8888 0 0 2 0 22 3314 % Lights% Lights 0% 98.9% 100% 0% 98.9%98.9%0% 97.4% 100% 0% 97.4%97.4%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%98.6% Articulated TrucksArticulated Trucks 0 7 0 0 77 0 1 0 0 11 0 0 0 0 00 0 0 0 0 00 8 % Articulated Trucks% Articulated Trucks 0% 0.3% 0% 0% 0.3%0.3%0% 0.1% 0% 0% 0.1%0.1%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.2% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 21 0 0 2121 0 19 0 0 1919 0 0 0 0 00 0 0 0 0 00 40 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0.8% 0% 0% 0.8%0.8%0% 2.5% 0% 0% 2.5%2.5%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%1.2% *L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC Thu Mar 23, 2023 Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1049339, Location: 32.938522, -97.184187 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD SECOND DWY FROM W COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-03-23 12:30PM 0 321 3 0 324324 0 331 1 0 332332 0 0 10 0 1010 0 0 3 0 33 669669 12:45PM 0 354 7 0 361361 0 302 0 0 302302 0 0 14 0 1414 0 0 1 0 11 678678 1:00PM 0 329 4 0 333333 0 402 5 0 407407 0 0 13 0 1313 0 0 2 0 22 755755 1:15PM 0 316 6 0 322322 0 407 2 0 409409 0 0 14 0 1414 0 0 0 0 00 745745 TotalTotal 0 1320 20 0 13401340 0 1442 8 0 14501450 0 0 51 0 5151 0 0 6 0 66 28472847 % Approach% Approach 0% 98.5% 1.5% 0% --0% 99.4% 0.6% 0% --0% 0% 100% 0% --0% 0% 100% 0% --- % Total% Total 0% 46.4% 0.7% 0% 47.1%47.1%0% 50.6% 0.3% 0% 50.9%50.9%0% 0% 1.8% 0% 1.8%1.8%0% 0% 0.2% 0% 0.2%0.2%- PHFPHF - 0.932 0.714 - 0.9280.928 - 0.886 0.400 - 0.8860.886 - - 0.911 - 0.9110.911 - - 0.500 - 0.5000.500 0.943 LightsLights 0 1292 20 0 13121312 0 1421 6 0 14271427 0 0 51 0 5151 0 0 6 0 66 2796 % Lights% Lights 0% 97.9% 100% 0% 97.9%97.9%0%98.5% 75.0% 0% 98.4%98.4%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%98.2% Articulated TrucksArticulated Trucks 0 3 0 0 33 0 3 0 0 33 0 0 0 0 00 0 0 0 0 00 6 % Articulated Trucks% Articulated Trucks 0% 0.2% 0% 0% 0.2%0.2%0% 0.2% 0% 0% 0.2%0.2%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.2% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 25 0 0 2525 0 18 2 0 2020 0 0 0 0 00 0 0 0 0 00 45 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 1.9% 0% 0% 1.9%1.9%0% 1.2% 25.0% 0% 1.4%1.4%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%1.6% *L: Left, R: Right, T: Thru, U: U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W - TMCSOUTHLAKE BLVD @ SECOND DWY FROM W - TMC Thu Feb 16, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039824, Location: 32.938522, -97.184187 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 4:30PM 0 344 4 0 348348 0 537 5 0 542542 0 0 16 0 1616 0 0 0 0 00 906906 4:45PM 0 387 4 0 391391 0 539 3 0 542542 0 0 6 0 66 0 0 2 0 22 941941 5:00PM 0 360 2 0 362362 0 552 1 0 553553 0 0 12 0 1212 0 0 0 0 00 927927 5:15PM 0 380 3 0 383383 0 506 1 0 507507 0 0 10 0 1010 0 0 0 0 00 900900 TotalTotal 0 1471 13 0 14841484 0 2134 10 0 21442144 0 0 44 0 4444 0 0 2 0 22 36743674 % Approach% Approach 0% 99.1% 0.9% 0% --0% 99.5% 0.5% 0% --0% 0% 100% 0% --0% 0% 100% 0% --- % Total% Total 0% 40.0% 0.4% 0% 40.4%40.4%0% 58.1% 0.3% 0% 58.4%58.4%0% 0% 1.2% 0% 1.2%1.2%0% 0% 0.1% 0% 0.1%0.1%- PHFPHF - 0.950 0.813 - 0.9490.949 - 0.966 0.500 - 0.9690.969 - - 0.688 - 0.6880.688 - - 0.250 - 0.2500.250 0.976 LightsLights 0 1463 13 0 14761476 0 2120 10 0 21302130 0 0 44 0 4444 0 0 2 0 22 3652 % Lights% Lights 0% 99.5% 100% 0% 99.5%99.5%0% 99.3% 100% 0% 99.3%99.3%0% 0% 100% 0% 100%100%0% 0% 100% 0% 100%100%99.4% Articulated TrucksArticulated Trucks 0 4 0 0 44 0 4 0 0 44 0 0 0 0 00 0 0 0 0 00 8 % Articulated Trucks% Articulated Trucks 0% 0.3% 0% 0% 0.3%0.3%0% 0.2% 0% 0% 0.2%0.2%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.2% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 4 0 0 44 0 10 0 0 1010 0 0 0 0 00 0 0 0 0 00 14 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0.3% 0% 0% 0.3%0.3%0% 0.5% 0% 0% 0.5%0.5%0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0.4% *L: Left, R: Right, T: Thru, U: U-Turn RANDOLL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Feb 16, 2023 Full Length (6:30 AM-8:30 AM, 4:30 PM-6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039821, Location: 32.936627, -97.185676 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg COMMERCIAL DWY N SECOND DWY DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 6:30AM 0 0 0 0 00 0 0 2 0 22 0 187 5 0 192192 0 0 0 0 00 194194 6:45AM 0 0 0 0 00 0 0 1 0 11 0 210 7 0 217217 0 0 0 0 00 218218 Hourly Total 0 0 0 0 00 0 0 3 0 33 0 397 12 0 409409 0 0 0 0 00 412412 7:00AM 0 0 0 0 00 0 0 4 0 44 0 247 5 0 252252 0 0 0 0 00 256256 7:15AM 0 0 0 0 00 0 0 3 0 33 0 309 8 0 317317 0 0 0 0 00 320320 7:30AM 0 0 0 0 00 0 0 3 0 33 0 390 7 0 397397 0 0 0 0 00 400400 7:45AM 0 0 0 0 00 0 0 4 0 44 0 339 4 0 343343 0 0 0 0 00 347347 Hourly Total 0 0 0 0 00 0 0 14 0 1414 0 1285 24 0 13091309 0 0 0 0 00 13231323 8:00AM 0 0 0 0 00 0 0 3 0 33 0 311 10 0 321321 0 0 0 0 00 324324 8:15AM 0 0 0 0 00 0 0 6 0 66 0 319 8 0 327327 0 0 0 0 00 333333 Hourly Total 0 0 0 0 00 0 0 9 0 99 0 630 18 0 648648 0 0 0 0 00 657657 4:30PM 0 0 0 0 00 0 0 19 0 1919 0 243 18 0 261261 0 0 0 0 00 280280 4:45PM 0 0 0 0 00 0 0 16 0 1616 0 277 8 0 285285 0 0 0 0 00 301301 Hourly Total 0 0 0 0 00 0 0 35 0 3535 0 520 26 0 546546 0 0 0 0 00 581581 5:00PM 0 0 0 0 00 0 0 19 0 1919 0 277 13 0 290290 0 0 0 0 00 309309 5:15PM 0 0 0 0 00 0 0 22 0 2222 0 311 17 0 328328 0 0 0 0 00 350350 5:30PM 0 0 0 1 11 0 0 27 0 2727 0 275 7 0 282282 0 0 0 0 00 310310 5:45PM 0 0 0 0 00 0 0 18 0 1818 0 251 14 0 265265 0 0 0 0 00 283283 Hourly Total 0 0 0 1 11 0 0 86 0 8686 0 1114 51 0 11651165 0 0 0 0 00 12521252 6:00PM 0 0 0 0 00 0 0 27 0 2727 0 244 10 0 254254 0 0 0 0 00 281281 6:15PM 0 0 0 0 00 0 0 20 0 2020 0 236 8 0 244244 0 0 0 0 00 264264 6:30PM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00 Hourly Total 0 0 0 0 00 0 0 47 0 4747 0 480 18 0 498498 0 0 0 0 00 545545 TotalTotal 0 0 0 1 11 0 0 194 0 194194 0 4426 149 0 45754575 0 0 0 0 00 47704770 % Approach% Approach 0% 0% 0% 100% --0% 0% 100% 0% --0% 96.7% 3.3% 0% --0% 0% 0% 0% --- % Total% Total 0% 0% 0% 0% 0%0%0% 0% 4.1% 0% 4.1%4.1%0% 92.8% 3.1% 0% 95.9%95.9%0% 0% 0% 0% 0%0%- LightsLights 0 0 0 1 11 0 0 193 0 193193 0 4357 149 0 45064506 0 0 0 0 00 4700 % Lights% Lights 0% 0% 0% 100% 100%100%0% 0% 99.5% 0% 99.5%99.5%0% 98.4% 100% 0% 98.5%98.5%0% 0% 0% 0% --98.5% Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 13 0 0 1313 0 0 0 0 00 13 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0% 0.3% 0% 0% 0.3%0.3%0% 0% 0% 0% --0.3% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 1 0 11 0 56 0 0 5656 0 0 0 0 00 57 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% 0%0%0% 0% 0.5% 0% 0.5%0.5%0% 1.3% 0% 0% 1.2%1.2%0% 0% 0% 0% --1.2% *L: Left, R: Right, T: Thru, U: U-Turn RANDOL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Mar 23, 2023 Full Length (11:30 AM-1:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1049338, Location: 32.936627, -97.185676 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg West SECOND DWY FROM N DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-03-23 11:30AM 0 0 0 0 00 0 0 21 0 2121 0 221 10 0 231231 0 198 4 0 202202 454454 11:45AM 0 0 0 0 00 0 0 11 0 1111 0 219 12 0 231231 0 248 8 0 256256 498498 Hourly Total 0 0 0 0 00 0 0 32 0 3232 0 440 22 0 462462 0 446 12 0 458458 952952 12:00PM 0 0 0 0 00 0 0 13 0 1313 0 231 6 0 237237 0 237 6 0 243243 493493 12:15PM 0 0 0 0 00 0 0 20 0 2020 0 232 10 0 242242 0 239 7 0 246246 508508 12:30PM 0 0 0 0 00 0 0 12 0 1212 0 220 2 0 222222 0 224 8 0 232232 466466 12:45PM 0 0 0 0 00 0 0 16 0 1616 0 275 12 0 287287 0 219 5 0 224224 527527 Hourly Total 0 0 0 0 00 0 0 61 0 6161 0 958 30 0 988988 0 919 26 0 945945 19941994 1:00PM 0 0 0 0 00 0 0 18 0 1818 0 214 13 0 227227 0 235 4 0 239239 484484 1:15PM 0 0 0 0 00 0 0 22 0 2222 0 238 12 0 250250 0 246 13 0 259259 531531 1:30PM 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 00 Hourly Total 0 0 0 0 00 0 0 40 0 4040 0 452 25 0 477477 0 481 17 0 498498 10151015 TotalTotal 0 0 0 0 00 0 0 133 0 133133 0 1850 77 0 19271927 0 1846 55 0 19011901 39613961 % Approach% Approach 0% 0% 0% 0% --0% 0% 100% 0% --0% 96.0% 4.0% 0% --0% 97.1% 2.9% 0% --- % Total% Total 0% 0% 0% 0% 0%0%0% 0% 3.4% 0% 3.4%3.4%0% 46.7% 1.9% 0% 48.6%48.6%0% 46.6% 1.4% 0% 48.0%48.0%- LightsLights 0 0 0 0 00 0 0 133 0 133133 0 1803 76 0 18791879 0 1817 55 0 18721872 3884 % Lights% Lights 0% 0% 0% 0% --0% 0% 100% 0% 100%100%0% 97.5% 98.7% 0% 97.5%97.5%0% 98.4% 100% 0% 98.5%98.5%98.1% Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 12 0 0 1212 0 6 0 0 66 18 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 0.6% 0% 0% 0.6%0.6%0% 0.3% 0% 0% 0.3%0.3%0.5% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 0 0 00 0 35 1 0 3636 0 23 0 0 2323 59 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0%0% --0% 0% 0% 0% 0%0%0% 1.9% 1.3% 0% 1.9%1.9%0% 1.2% 0% 0% 1.2%1.2%1.5% *L: Left, R: Right, T: Thru, U: U-Turn RANDOLL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Feb 16, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039821, Location: 32.936627, -97.185676 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg COMMERCIAL DWY N SECOND DWY DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 7:30AM 0 0 0 0 00 0 0 3 0 33 0 390 7 0 397397 0 0 0 0 00 400400 7:45AM 0 0 0 0 00 0 0 4 0 44 0 339 4 0 343343 0 0 0 0 00 347347 8:00AM 0 0 0 0 00 0 0 3 0 33 0 311 10 0 321321 0 0 0 0 00 324324 8:15AM 0 0 0 0 00 0 0 6 0 66 0 319 8 0 327327 0 0 0 0 00 333333 TotalTotal 0 0 0 0 00 0 0 16 0 1616 0 1359 29 0 13881388 0 0 0 0 00 14041404 % Approach% Approach 0% 0% 0% 0% --0% 0% 100% 0% --0% 97.9% 2.1% 0% --0% 0% 0% 0% --- % Total% Total 0% 0% 0% 0% 0%0%0% 0% 1.1% 0% 1.1%1.1%0% 96.8% 2.1% 0% 98.9%98.9%0% 0% 0% 0% 0%0%- PHFPHF - - - - --- - 0.667 - 0.6670.667 - 0.871 0.725 - 0.8740.874 - - - - --0.878 LightsLights 0 0 0 0 00 0 0 15 0 1515 0 1327 29 0 13561356 0 0 0 0 00 1371 % Lights% Lights 0% 0% 0% 0% --0% 0% 93.8% 0% 93.8%93.8%0% 97.6% 100% 0% 97.7%97.7%0% 0% 0% 0% --97.6% Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 5 0 0 55 0 0 0 0 00 5 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 0.4% 0% 0% 0.4%0.4%0% 0% 0% 0% --0.4% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 1 0 11 0 27 0 0 2727 0 0 0 0 00 28 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% --0% 0% 6.3% 0% 6.3%6.3%0% 2.0% 0% 0% 1.9%1.9%0% 0% 0% 0% --2.0% *L: Left, R: Right, T: Thru, U: U-Turn RANDOL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Mar 23, 2023 Midday Peak (12:30 PM - 1:30 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1049338, Location: 32.936627, -97.185676 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg West SECOND DWY FROM N DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-03-23 12:30PM 0 0 0 0 00 0 0 12 0 1212 0 220 2 0 222222 0 224 8 0 232232 466466 12:45PM 0 0 0 0 00 0 0 16 0 1616 0 275 12 0 287287 0 219 5 0 224224 527527 1:00PM 0 0 0 0 00 0 0 18 0 1818 0 214 13 0 227227 0 235 4 0 239239 484484 1:15PM 0 0 0 0 00 0 0 22 0 2222 0 238 12 0 250250 0 246 13 0 259259 531531 TotalTotal 0 0 0 0 00 0 0 68 0 6868 0 947 39 0 986986 0 924 30 0 954954 20082008 % Approach% Approach 0% 0% 0% 0% --0% 0% 100% 0% --0% 96.0% 4.0% 0% --0% 96.9% 3.1% 0% --- % Total% Total 0% 0% 0% 0% 0%0%0% 0% 3.4% 0% 3.4%3.4%0% 47.2% 1.9% 0% 49.1%49.1%0% 46.0% 1.5% 0% 47.5%47.5%- PHFPHF - - - - --- - 0.773 - 0.7730.773 - 0.861 0.750 - 0.8590.859 - 0.939 0.577 - 0.9210.921 0.945 LightsLights 0 0 0 0 00 0 0 68 0 6868 0 928 38 0 966966 0 911 30 0 941941 1975 % Lights% Lights 0% 0% 0% 0% --0%0% 100% 0% 100%100%0% 98.0% 97.4% 0% 98.0%98.0%0% 98.6% 100% 0% 98.6%98.6%98.4% Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 4 0 0 44 0 2 0 0 22 6 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 0.4% 0% 0% 0.4%0.4%0% 0.2% 0% 0% 0.2%0.2%0.3% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 0 0 00 0 15 1 0 1616 0 11 0 0 1111 27 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% --0% 0% 0% 0% 0%0%0% 1.6% 2.6% 0% 1.6%1.6%0% 1.2% 0% 0% 1.2%1.2%1.3% *L: Left, R: Right, T: Thru, U: U-Turn RANDOL_MILL @@ SSEECCOONNDD DDWWYY FFRROOMM NN -- TTMMCCThu Feb 16, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks) All Movements ID: 1039821, Location: 32.936627, -97.185676 Provided by: GRAM Traffic NTX Inc. 1120 W. Lovers Lane, Arlington, TX, 76013, US Leg COMMERCIAL DWY N SECOND DWY DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp L T R U AppApp L T R U AppApp L T R U AppApp IntInt 2023-02-16 4:45PM 0 0 0 0 00 0 0 16 0 1616 0 277 8 0 285285 0 0 0 0 00 301301 5:00PM 0 0 0 0 00 0 0 19 0 1919 0 277 13 0 290290 0 0 0 0 00 309309 5:15PM 0 0 0 0 00 0 0 22 0 2222 0 311 17 0 328328 0 0 0 0 00 350350 5:30PM 0 0 0 1 11 0 0 27 0 2727 0 275 7 0 282282 0 0 0 0 00 310310 TotalTotal 0 0 0 1 11 0 0 84 0 8484 0 1140 45 0 11851185 0 0 0 0 00 12701270 % Approach% Approach 0% 0% 0% 100% --0% 0% 100% 0% --0% 96.2% 3.8% 0% --0% 0% 0% 0% --- % Total% Total 0% 0% 0% 0.1% 0.1%0.1%0% 0% 6.6% 0% 6.6%6.6%0% 89.8% 3.5% 0% 93.3%93.3%0% 0% 0% 0% 0%0%- PHFPHF - - - 0.250 0.2500.250 - - 0.778 - 0.7780.778 - 0.916 0.662 - 0.9030.903 - - - - --0.907 LightsLights 0 0 0 1 11 0 0 84 0 8484 0 1131 45 0 11761176 0 0 0 0 00 1261 % Lights% Lights 0% 0% 0% 100% 100%100%0% 0% 100% 0% 100%100%0% 99.2% 100% 0% 99.2%99.2%0% 0% 0% 0% --99.3% Articulated TrucksArticulated Trucks 0 0 0 0 00 0 0 0 0 00 0 1 0 0 11 0 0 0 0 00 1 % Articulated Trucks% Articulated Trucks 0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0% 0.1% 0% 0% 0.1%0.1%0% 0% 0% 0% --0.1% Buses and Single-Unit TrucksBuses and Single-Unit Trucks 0 0 0 0 00 0 0 0 0 00 0 8 0 0 88 0 0 0 0 00 8 % Buses and Single-Unit Trucks% Buses and Single-Unit Trucks 0% 0% 0% 0% 0%0%0% 0% 0% 0% 0%0%0% 0.7% 0% 0% 0.7%0.7%0% 0% 0% 0% --0.6% *L: Left, R: Right, T: Thru, U: U-Turn Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 67 Appendix D – Distribution Tables & Calculations for Background 2024 & Buildout 2024 Traffic Conditions Intersection #: 1 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF AM 7 159 1,641 155 1 209 430 107 10 146 686 549 2 277 388 75 7:15 AM 0.960 MID 17 376 908 176 42 151 796 176 7 175 381 158 36 244 363 350 12:30 PM 0.940 PM 20 155 915 198 0 486 1,457 201 44 253 499 361 1 243 856 216 4:30 PM 0.959 Heavy Veh %: AM 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3% 2% 2% 2% 4% Heavy Veh %: MID 2% 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2% 3% 3% 3% Heavy Veh %: PM 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM 2023 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right 2024 AM 8 163 1,674 159 2 214 439 110 11 149 700 560 3 283 396 77 2.0% MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 1.02 PM 21 159 934 202 0 496 1,487 206 45 259 509 369 2 248 874 221 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM MID PM U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Enter Dist.: AM Trips: Enter Dist.: MID Trips: Enter Dist.: PM Trips: Exit Dist.: AM Trips: Exit Dist.: MID Trips: Exit Dist.: PM Trips: U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MID 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF AM 8 163 1,674 159 2 214 439 110 11 149 700 560 3 283 396 77 7:15 AM 0.960 MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 12:30 PM 0.940 PM 21 159 934 202 0 496 1,487 206 45 259 509 369 2 248 874 221 4:30 PM 0.959 Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM 3,304 3,740 2,799 2,221 Estimated Link ADT: 33,040 37,400 27,990 22,210 2,677 3,284 2,200 1,735 2,875 2,571 1,452 2,004 1,366 1,381 714 990 1,988 1,551 1,617 876 673 2,519 780 976 2,004 765 1,420 759 1,509 1,190 738 1,014 Background Traffic Condition Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938) EB WB NB SB 1,316 2,189 1,182 1,345 Trip Generation Data Background Land Use 1 EB WB NB SB Growth Rate: Factor: Background Traffic Reassignment 1 EB WB NB SB EB WB NB SB Traffic Count Year: Background Year: Growth of Existing Traffic to Background Year 856 658 2,468 762 954 1,477 1,165 721 993 Estimated Link ADT: 32,340 36,630 27,410 21,720 2,620 3,215 2,153 1,696 2,815 2,517 1,418 1,962 3,234 3,663 2,741 2,172 1,946 1,519 1,584 Collected Traffic Count Data Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938) EB WB NB SB 1,338 1,352 697 969 1,288 2,144 1,157 1,316 1,962 747 1,391 742 Intersection #:1 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF AM 8 163 1,674 159 2 214 439 110 11 149 700 560 3 283 396 77 7:15 AM 0.960 MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 12:30 PM 0.940 PM 21 159 934 202 0 496 1,487 206 45 259 509 369 2 248 874 221 4:30 PM 0.959 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM MID PM U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Enter Dist.: AM 30% 20%Trips:27 Enter Dist.: MID 30% 20%Trips:31 Enter Dist.: PM 30% 20%Trips:19 Exit Dist.: AM 20% 30% 20%Trips:27 Exit Dist.: MID 20% 30% 20%Trips:31 Exit Dist.: PM 20% 30% 20%Trips:17 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM 0 0 9 0 0 0 0 0 6 9 6 0 0 6 0 0 MID 0 0 10 0 0 0 0 0 7 10 7 0 0 7 0 0 PM 0 0 6 0 0 0 0 0 4 6 4 0 0 4 0 0 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Enter Dist.: AM -30% 20% -20%Trips:28 Enter Dist.: MID -30% 20% -20%Trips:32 Enter Dist.: PM -30% 20% -20%Trips:23 Exit Dist.: AM 20% 30%Trips:26 Exit Dist.: MID 20% 30%Trips:30 Exit Dist.: PM 20% 30%Trips:21 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM 0 0 0 0 0 0 -9 0 6 8 0 0 0 6 -6 0 MID 0 0 0 0 0 0 -10 0 6 9 0 0 0 7 -7 0 PM 0 0 0 0 0 0 -7 0 5 7 0 0 0 5 -5 0 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM 0 0 9 0 0 0 -9 0 12 17 6 0 0 12 -6 0 MID 0 0 10 0 0 0 -10 0 13 19 7 0 0 14 -7 0 PM 0 0 6 0 0 0 -7 0 9 13 4 0 0 9 -5 0 U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF AM 8 163 1,683 159 2 214 430 110 23 166 706 560 3 295 390 77 7:15 AM 0.960 MID 18 384 937 180 43 155 802 180 21 198 396 162 37 263 364 357 12:30 PM 0.940 PM 21 159 940 202 0 496 1,480 206 54 272 513 369 2 257 869 221 4:30 PM 0.959 Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM 3,316 3,748 2,829 2,229 Estimated Link ADT: 33,160 37,480 28,290 22,290 2,694 3,296 2,241 1,747 2,894 2,585 1,497 2,018 1,375 1,405 720 997 1,994 1,566 1,621 880 EB WB NB SB 1,322 2,182 1,208 1,349 681 2,540 786 982 2,013 756 1,455 765 1,519 1,180 777 1,021 Total Site Traffic Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938) EB WB NB SB Buildout - Total Traffic Condition Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938) Primary Trips Associated with Proposed Development EB WB NB SB EB WB NB SB Trip Generation Data Trip Generation Data Pass-By / Diverted Trips Associated with Proposed Development EB WB NB SB Continued Total Background Traffic Southlake Blvd (FM 1709) Randol Mill Ave (FM 1938) EB WB NB SB Traffic Reassignment for Driveway Consolidation Intersection #: 2 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 2,499 13 747 88 7:15 AM 0.948 MID 1,320 20 1,165 51 12:30 AM 0.943 PM 1,471 13 2,144 44 4:30 PM 0.976 Heavy Veh %: AM 2% 2% 3% 2% Heavy Veh %: MID 3% 2% 2% 2% Heavy Veh %: PM 2% 2% 2% 2% Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM 2023 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2024 AM 0 2,549 14 0 762 0 0 0 90 0 0 0 2.0% MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 1.02 PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM MID PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Enter Dist.:AM Trips: Enter Dist.:MID Trips: Enter Dist.:PM Trips: Exit Dist.:AM Trips: Exit Dist.:MID Trips: Exit Dist.:PM Trips: Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 0 0 0 0 0 0 0 0 0 0 0 MID 0 0 0 0 0 0 0 0 0 0 0 0 PM 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 0 2,549 14 0 762 0 0 0 90 0 0 0 7:15 AM 0.948 MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 12:30 AM 0.943 PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 4:30 PM 0.976 Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM Collected Traffic Count Data Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West) EB WB NB SB 1,484 2,144 44 0 747 2,587 13 0 2,512 747 88 0 1,340 1,165 51 0 3,259 3,334 101 0 2,505 2,536 71 0 1,165 1,371 20 0 2,144 1,515 13 0 3,628 3,659 57 0 Estimated Link ADT: 36,280 36,590 1,010 0 EB WB NB SB Traffic Count Year: Background Year: Growth of Existing Traffic to Background Year Growth Rate: Factor: Background Traffic Reassignment 1 EB WB NB SB Background Land Use 1 EB WB NB SB Trip Generation Data Background Traffic Condition Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West) EB WB NB SB 1,515 2,187 45 0 762 2,639 14 0 2,563 762 90 0 1,368 1,189 53 0 3,325 3,401 104 0 2,557 2,589 74 0 1,189 1,400 21 0 2,187 1,546 14 0 3,702 3,733 59 0 Estimated Link ADT: 37,020 37,330 1,040 0 Intersection #:2 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 0 2,549 14 0 762 0 0 0 90 0 0 0 7:15 AM 0.948 MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 12:30 AM 0.943 PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 4:30 PM 0.976 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM MID PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Enter Dist.:AM 50%Trips:27 Enter Dist.:MID 50%Trips:31 Enter Dist.:PM 50%Trips:19 Exit Dist.:AM 30%Trips:27 Exit Dist.:MID 30%Trips:31 Exit Dist.:PM 30%Trips:17 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 0 14 0 0 0 0 0 9 0 0 0 MID 0 0 16 0 0 0 0 0 10 0 0 0 PM 0 0 10 0 0 0 0 0 6 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Enter Dist.:AM -30%50%-30%Trips:28 Enter Dist.:MID -30%50%-30%Trips:32 Enter Dist.:PM -30%50%-30%Trips:23 Exit Dist.:AM 30%Trips:26 Exit Dist.:MID 30%Trips:30 Exit Dist.:PM 30%Trips:21 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 -9 14 0 -9 0 0 0 8 0 0 0 MID 0 -10 16 0 -10 0 0 0 9 0 0 0 PM 0 -7 12 0 -7 0 0 0 7 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 -9 28 0 -9 0 0 0 17 0 0 0 MID 0 -10 32 0 -10 0 0 0 19 0 0 0 PM 0 -7 22 0 -7 0 0 0 13 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 0 2,540 42 0 753 0 0 0 107 0 0 0 7:15 AM 0.948 MID 0 1,337 53 0 1,179 0 0 0 72 0 0 0 12:30 AM 0.943 PM 0 1,494 36 0 2,180 0 0 0 58 0 0 0 4:30 PM 0.976 Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM Traffic Reassignment for Driveway Consolidation EB WB NB SB Continued Total Background Traffic Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West) EB WB NB SB Trip Generation Data Pass-By / Diverted Trips Associated with Proposed Development EB WB NB SB Primary Trips Associated with Proposed Development EB WB NB SB Buildout - Total Traffic Condition Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West) EB WB NB SB Trip Generation Data Total Site Traffic Southlake Blvd (FM 1709) Access Point 1 (2nd Driveway West) EB WB NB SB 1,530 2,180 58 0 753 2,647 42 0 2,582 753 107 0 1,390 1,179 72 0 3,335 3,400 149 0 2,569 2,588 125 0 1,179 1,409 53 0 2,180 1,552 36 0 3,710 3,732 94 0 Estimated Link ADT: 37,100 37,320 1,490 0 Intersection #: 3 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 16 1,359 29 762 7:30 AM 0.878 MID 68 947 39 697 12:30 PM 0.945 PM 84 1,140 45 1,584 4:45 PM 0.907 Heavy Veh %: AM 7% 3% 2% 2% Heavy Veh %: MID 2% 2% 3% 2% Heavy Veh %: PM 2% 2% 2% 2% Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM 2023 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 2024 AM 0 0 0 0 0 17 0 1,387 30 0 778 0 2.0% MID 0 0 0 0 0 70 0 966 40 0 711 0 1.02 PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM MID PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Enter Dist.:AM Trips: Enter Dist.:MID Trips: Enter Dist.:PM Trips: Exit Dist.:AM Trips: Exit Dist.:MID Trips: Exit Dist.:PM Trips: Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 0 0 0 0 0 0 0 0 0 0 0 MID 0 0 0 0 0 0 0 0 0 0 0 0 PM 0 0 0 0 0 0 0 0 0 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 0 0 0 0 0 17 0 1,387 30 0 778 0 7:30 AM 0.878 MID 0 0 0 0 0 70 0 966 40 0 711 0 12:30 PM 0.945 PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0 4:45 PM 0.907 Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM Collected Traffic Count Data Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938) EB WB NB SB 0 84 1,185 1,584 0 29 762 1,375 0 16 1,388 762 0 68 986 697 0 45 2,150 2,137 0 107 1,683 1,712 0 39 697 1,015 0 45 1,584 1,224 0 129 2,769 2,808 Estimated Link ADT: 0 1,290 27,690 28,080 EB WB NB SB Traffic Count Year: Background Year: Growth of Existing Traffic to Background Year Growth Rate: Factor: Background Traffic Reassignment 1 EB WB NB SB Background Land Use 1 EB WB NB SB Trip Generation Data Background Traffic Condition Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938) EB WB NB SB 0 86 1,209 1,616 0 30 778 1,404 0 17 1,417 778 0 70 1,006 711 0 47 2,195 2,182 0 110 1,717 1,747 0 40 711 1,036 0 46 1,616 1,249 0 132 2,825 2,865 Estimated Link ADT: 0 1,320 28,250 28,650 Intersection #:3 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 0 0 0 0 0 17 0 1,387 30 0 778 0 7:30 AM 0.878 MID 0 0 0 0 0 70 0 966 40 0 711 0 12:30 PM 0.945 PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0 4:45 PM 0.907 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM MID PM Left Thru Right Left Thru Right Left Thru Right Left Thru Right Enter Dist.:AM 20%Trips:27 Enter Dist.:MID 20%Trips:31 Enter Dist.:PM 20%Trips:19 Exit Dist.:AM 70%20%Trips:27 Exit Dist.:MID 70%20%Trips:31 Exit Dist.:PM 70%20%Trips:17 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 0 0 0 0 19 0 0 6 0 6 0 MID 0 0 0 0 0 22 0 0 7 0 7 0 PM 0 0 0 0 0 12 0 0 4 0 4 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Enter Dist.:AM -20%20%Trips:28 Enter Dist.:MID -20%20%Trips:32 Enter Dist.:PM -20%20%Trips:23 Exit Dist.:AM 70%Trips:26 Exit Dist.:MID 70%Trips:30 Exit Dist.:PM 70%Trips:21 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 0 0 0 0 19 0 -6 6 0 0 0 MID 0 0 0 0 0 21 0 -7 7 0 0 0 PM 0 0 0 0 0 15 0 -5 5 0 0 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM 0 0 0 0 0 38 0 -6 12 0 6 0 MID 0 0 0 0 0 43 0 -7 14 0 7 0 PM 0 0 0 0 0 27 0 -5 9 0 4 0 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Start Time PHF AM 0 0 0 0 0 55 0 1,381 42 0 784 0 7:30 AM 0.878 MID 0 0 0 0 0 113 0 959 54 0 718 0 12:30 PM 0.945 PM 0 0 0 0 0 113 0 1,158 55 0 1,620 0 4:45 PM 0.907 Approach Vol AM Approach Vol MID Approach Vol PM Departure Vol AM Departure Vol MID Departure Vol PM Link Total AM Link Total MID Link Total PM Traffic Reassignment for Driveway Consolidation EB WB NB SB Continued Total Background Traffic Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938) EB WB NB SB Trip Generation Data Pass-By / Diverted Trips Associated with Proposed Development EB WB NB SB Primary Trips Associated with Proposed Development EB WB NB SB Buildout - Total Traffic Condition Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938) EB WB NB SB Trip Generation Data Total Site Traffic Access Point 2 (2nd Driveway South) Randol Mill Ave (FM 1938) EB WB NB SB 0 113 1,213 1,620 0 42 784 1,436 0 55 1,423 784 0 113 1,013 718 0 97 2,207 2,220 0 167 1,731 1,790 0 54 718 1,072 0 55 1,620 1,271 0 168 2,833 2,891 Estimated Link ADT: 0 1,680 28,330 28,910 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 74 Appendix E – Existing Traffic Signal Timing Plans 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 1/17 All Data Report #2 Date/Time: 2023-03-22 11:36:12.746225 Intersection Name: FM1709@ FM1938(04-2022) Intersection Alias: FM1709/F1938 Access Code Connection Method Revision Port 2 Baud Rate Address IP Address GPS Enabled GPS Port 9999 DatabaseOnly 5.2.2 6-38400 None None False 8 Access Data Port Configuration Scoot Default Data Spat Data VEHICLE AND PEDESTRIAN TIMES Phase Data Bank 1: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime WalkOffsetMode BikeGreen BikePsg Walk PedClr AltWalk AltPedClr FlashWalk ExtPedClr ActuatedRest inWalk 1 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 50 30 0 0 0 0 0 0 7 38 0 0 False 0 False 3 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False 5 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False 7 5 20 25 0 0 0 50 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 50 30 0 0 0 0 0 0 7 39 0 0 False 0 False Phase Data Bank 2: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime WalkOffsetMode BikeGreen BikePsg Walk PedClr AltWalk AltPedClr FlashWalk ExtPedClr ActuatedRest inWalk 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False 3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 39 0 0 False 0 False 5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False 7 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 38 0 0 False 0 False Phase Data Bank 3: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime WalkOffsetMode BikeGreen BikePsg Walk PedClr AltWalk AltPedClr FlashWalk ExtPedClr ActuatedRest inWalk 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False Port Baud Rate Data Bits Parity CTS DCD RTS 2 5 0 0 False False False 3 5 0 0 False False False Default Data 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 2/17 3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 39 0 0 False 0 False 5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False 7 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 38 0 0 False 0 False Phase Data Bank 4: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase MinGreen Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 GreenDelay YellowDelay WalkOffsetTime WalkOffsetMode BikeGreen BikePsg Walk PedClr AltWalk AltPedClr FlashWalk ExtPedClr ActuatedRest inWalk 1 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 2 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False 3 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 4 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 39 0 0 False 0 False 5 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 6 10 20 60 0 0 0 45 30 0 0 0 0 0 0 7 37 0 0 False 0 False 7 5 20 25 0 0 0 45 30 0 0 0 0 0 0 0 0 0 0 False 0 False 8 5 20 40 0 0 0 45 30 0 0 0 0 0 0 7 38 0 0 False 0 False DENSITY TIMES AND GENERAL/VEHICLE/SEQUENCE CONTROL Phase Data Bank 1: Vehicle Density Timings General Control Miscellaneous Special Sequence Phase AddedInitial MaxInitial TimeB4Redu CarB4Redu TimetoRedu MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay NonLock DualEntry LastCarPass ConditService NoSimuGapOut Omit MinusYel OmitCall 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Phase Data Bank 2: Vehicle Density Timings General Control Miscellaneous Special Sequence Phase AddedInitial MaxInitial TimeB4Redu CarB4Redu TimetoRedu MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay NonLock DualEntry LastCarPass ConditService NoSimuGapOut Omit MinusYel OmitCall 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Phase Data Bank 3: Vehicle Density Timings General Control Miscellaneous Special Sequence Phase AddedInitial MaxInitial TimeB4Redu CarB4Redu TimetoRedu MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay NonLock DualEntry LastCarPass ConditService NoSimuGapOut Omit MinusYel OmitCall 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Phase Data Bank 4: Vehicle Density Timings General Control Miscellaneous Special Sequence 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 3/17 Phase AddedInitial MaxInitial TimeB4Redu CarB4Redu TimetoRedu MinGap Non-ActResponse VehRecall RecallDelay PedRecall PedRecallDelay NonLock DualEntry LastCarPass ConditService NoSimuGapOut Omit MinusYel OmitCall 2 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 4 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 6 0 0 0 0 0 0 True Min 0 None 0 False True False False False 0 0 0 8 0 0 0 0 0 0 False None 0 None 0 True True False False False 0 0 0 Detector Bank: 1 Detector Bank: 2 Detector Bank: 3 Detector Bank: 4 Startup & Misc Vehicle Detector Pedestrian Detector Special Detector VehDet AssignPhase Mode SwitchPhase Extend Delay 7 7 0 0 0.0 0 8 8 0 0 0.0 0 9 1 0 0 0.0 0 10 2 0 0 0.0 0 11 3 0 0 0.0 0 12 4 0 0 0.0 0 13 5 0 0 0.0 0 14 6 0 0 0.0 0 15 7 0 0 0.0 0 6 6 0 0 0.0 0 5 5 0 0 0.0 0 4 4 0 0 0.0 0 3 3 0 0 0.0 0 2 2 0 0 0.0 0 1 1 0 0 0.0 0 16 8 0 0 0.0 0 18 2 0 0 0.0 0 20 4 0 0 0.0 0 22 6 0 0 0.0 0 24 8 0 0 0.0 0 26 2 0 0 0.0 0 28 4 0 0 0.0 0 30 6 0 0 0.0 0 32 8 0 0 0.0 0 Vehicle Detector Phase Assignment PedDet AssignPhase Mode SwitchPhase Extend Delay 1 1 1 0 0.0 0 2 2 1 0 0.0 0 3 3 1 0 0.0 0 4 4 1 0 0.0 0 5 5 1 0 0.0 0 6 6 1 0 0.0 0 7 7 1 0 0.0 0 8 8 1 0 0.0 0 Pedestrian Detector SpcDet AssignPhase Mode SwitchPhase Extend Delay Special Detector Phase Assignment VehDet AssignPhase Mode SwitchPhase Extend Delay Vehicle Detector Phase Assignment PedDet AssignPhase Mode SwitchPhase Extend Delay Pedestrian Detector SpcDet AssignPhase Mode SwitchPhase Extend Delay Special Detector Phase Assignment VehDet AssignPhase Mode SwitchPhase Extend Delay Vehicle Detector Phase Assignment PedDet AssignPhase Mode SwitchPhase Extend Delay Pedestrian Detector SpcDet AssignPhase Mode SwitchPhase Extend Delay Special Detector Phase Assignment VehDet AssignPhase Mode SwitchPhase Extend Delay Vehicle Detector Phase Assignment PedDet AssignPhase Mode SwitchPhase Extend Delay Pedestrian Detector SpcDet AssignPhase Mode SwitchPhase Extend Delay Special Detector Phase Assignment Startup Time 7 Time In Seconds 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 4/17 Remote Flash Overlap Special Ring Output Mapping Configuration Load Switch Red Mode Yellow Mode Green Mode FIO 25 None None None None None None 25 26 None None None None None None 26 27 None None None None None None 27 28 None None None None None None 28 Startup State All Red Red Revert 40.0 Time in Tenth Second Auto Pedestrian Clear 0 0-No 1-Yes Stop Time Reset 0 0-No 1-Yes Alternate Sequence 1 00-18 Alt Sequence ## Special Sequence 0 LoadSwitch Flash Alt 1 Red 0 2 Red 1 3 Red 0 4 Red 1 5 Red 0 6 Red 1 7 Red 1 8 Red 1 13 Red 1 14 Red 1 15 Red 1 16 Red 1 Remote Flash Phase Entry Exit 2 True True 6 True True Flash Entry/Exit Phases Standard FYA Overlap Parents Trail Grn/ 10 Trail Yel/ 10 Trail Red/ 10 Trail GrnPreempt +GrnPhases -G/YPhases -PedPhases A 2 0 45 30 0 None None None B 4 0 45 30 0 None None None C 6 0 45 30 0 None None None D 8 0 45 30 0 None None None Standard Default Data FYA PED PRI Default Data PED Default Data PRI Phase Ring Next Phase Concur Phases 1 1 2 1, 6 2 1 3 2, 5, 6 3 1 4 3, 7, 8 4 1 1 4, 7, 8 5 2 6 2, 5 6 2 7 1, 2, 6 7 2 8 3, 4, 7 8 2 5 3, 4, 8 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 5/17 29 None None None None None None 29 24 None None None None None None 24 23 None None None None None None 23 22 None None None None None None 22 21 None None None None None None 21 20 Phase Pedestrian 7 Dont Walk Phase Pedestrian 7 Ped Clear Phase Pedestrian 7 Walk 20 19 Phase Pedestrian 5 Dont Walk Phase Pedestrian 5 Ped Clear Phase Pedestrian 5 Walk 19 18 Phase Pedestrian 3 Dont Walk Phase Pedestrian 3 Ped Clear Phase Pedestrian 3 Walk 18 17 Phase Pedestrian 1 Dont Walk Phase Pedestrian 1 Ped Clear Phase Pedestrian 1 Walk 17 16 Overlap D Red Overlap D Yellow Overlap D Green 16 15 Overlap C Red Overlap C Yellow Overlap C Green 15 14 Overlap B Red Overlap B Yellow Overlap B Green 14 13 Overlap A Red Overlap A Yellow Overlap A Green 13 12 Phase Pedestrian 8 Dont Walk Phase Pedestrian 8 Ped Clear Phase Pedestrian 8 Walk 12 11 Phase Pedestrian 6 Dont Walk Phase Pedestrian 6 Ped Clear Phase Pedestrian 6 Walk 11 10 Phase Pedestrian 4 Dont Walk Phase Pedestrian 4 Ped Clear Phase Pedestrian 4 Walk 10 9 Phase Pedestrian 2 Dont Walk Phase Pedestrian 2 Ped Clear Phase Pedestrian 2 Walk 9 8 Phase Vehicle 8 Red Phase Vehicle 8 Yellow Phase Vehicle 8 Green 8 7 Phase Vehicle 7 Red Phase Vehicle 7 Yellow Phase Vehicle 7 Green 7 6 Phase Vehicle 6 Red Phase Vehicle 6 Yellow Phase Vehicle 6 Green 6 5 Phase Vehicle 5 Red Phase Vehicle 5 Yellow Phase Vehicle 5 Green 5 4 Phase Vehicle 4 Red Phase Vehicle 4 Yellow Phase Vehicle 4 Green 4 3 Phase Vehicle 3 Red Phase Vehicle 3 Yellow Phase Vehicle 3 Green 3 2 Phase Vehicle 2 Red Phase Vehicle 2 Yellow Phase Vehicle 2 Green 2 1 Phase Vehicle 1 Red Phase Vehicle 1 Yellow Phase Vehicle 1 Green 1 30 None None None None None None 30 31 None None None None None None 31 32 None None None None None None 32 Sequence Data Sequence 1 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 6 7 8 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 1 Sequence 2 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 5 6 8 7 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 2 Sequence 3 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 6/17 1 1 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0 2 6 5 7 8 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 3 Sequence 4 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 4 Sequence 5 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 5 Sequence 6 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 5 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 6 Sequence 7 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 7 Sequence 8 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 2 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 5 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 8 Sequence 9 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 7/17 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 8 7 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 9 Sequence 10 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 10 Sequence 11 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0 2 8 7 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 11 Sequence 12 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 12 Sequence 13 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 13 Sequence 14 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 2 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 8 7 5 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 14 Sequence 15 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 8/17 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 1 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 2 7 8 6 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 15 Sequence 16 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Ring 1 2 1 4 3 0 0 0 0 0 0 0 0 0 0 0 0 2 8 7 5 6 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sequence 16 Port 1 and ITS Data Address Device Present Basic Detection Msg 40 Frame Enables 0 True False False 1 True False False 8 True False False 9 True False False 16 True False False 18 True False False I/O Misc ABC Input(Entry) Modes ABC Output(O/STS) Modes D Input(Entry) Modes D Output (O/STS) Modes Aux Switch 0 0 1 0 0 Ring Input Response Output Selection 1 1 1 2 2 2 3 0 0 4 0 0 Peer to Peer Unit Bank: 1 Default Data Unit Bank: 2 Default Data Unit Bank: 3 Default Data Unit Bank: 4 Default Data Coord Data Operation Mode Max Correction Offset Force Max Dwell Yield Period Manual Pattern Auto Perm Yield Inhibit Short Way Beg Green Plan 0 0 1 Coord Setup Pattern Data 1 Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag 1 130 0 0 0 0 0 0 52 2 0 0 0 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 9/17 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 21 53 21 35 19 55 20 36 0 0 0 0 0 0 0 0 Mode None None None None None None None None None None None None None None None None Coord False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pattern Data 4 Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag 4 120 0 0 0 0 0 0 79 3 0 0 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 24 53 21 22 23 54 17 26 0 0 0 0 0 0 0 0 Mode None None None None None None None None None None None None None None None None Coord False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pattern Data 7 Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag 7 150 0 0 0 0 0 0 48 3 0 0 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 35 54 23 38 23 66 20 41 0 0 0 0 0 0 0 0 Mode None None None None None None None None None None None None None None None None Coord False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pattern Data 10 Pattern Cycle Length Coord Mode Max Mode Corr Mode Coord Offset Force Mode Spec Func Time Offset Sequence R2 Lag R3 Lag R4 Lag 10 140 0 0 0 0 0 0 121 3 0 0 0 Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Time 31 55 25 29 19 67 21 33 0 0 0 0 0 0 0 0 Mode None None None None None None None None None None None None None None None None Coord False True False False False True False False False False False False False False False False DCP False False False False False False False False False False False False False False False False P.RED.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P.EXT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Time Based Control Data DST Cycle Zero: 1 day, 0:00 DST Type: 0 TimeZoneDiff: 0 EntryNumber BeginMonth BeginOccurrences Begin DayOf Week Begin Day OfMonth Begin Seconds ToTransition EndMonth EndOccurrences End Day OfWeek End Day OfMonth End Seconds ToTransition Seconds ToAdjust 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 10/17 1 3 2 1 1 7200 11 1 1 1 7200 3600 2 14 1 1 1 0 1 1 1 1 0 0 DST Schedules Month Day of Month Day of Week Schedule Plan 1 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 1 1 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 2 2 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Schedules Day Plans Day Plan 1 Event Hour Minute Action 1 8 0 10 2 20 0 254 Day Plan 1 Day Plan 2 Event Hour Minute Action 1 6 0 1 2 10 0 4 3 15 15 7 4 19 0 254 Day Plan 2 Day Plan 3 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 7 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 3 Day Plan 4 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 7 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 4 Day Plan 5 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 7 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 5 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 11/17 Actions Action Pattern Aux1 Aux2 Aux3 SP1 SP2 SP3 SP4 SP5 SP6 SP7 SP8 DIM Det1 Det2 Det3 Ph1 Ph2 Ph3 Ph4 Ph5 Ph6 Ph7 Ph8 Ph9 Ph10 Ph11 Ph12 Ph13 Ph14 Ph15 Ph16 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 254 254 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Actions Dimming Default Data Preempt Configuration Preempt Overrides Preempt Overrides 1 2 3 4 5 6 7 8 9 10 11 12 OV Flash 0 0 0 0 0 0 0 0 0 0 0 0 OV PE+1 0 0 0 0 0 0 0 0 0 0 0 0 OV PRI 0 0 0 0 0 0 0 0 0 0 0 0 Preempt Overrides Day Plan 6 Event Hour Minute Action 1 6 0 1 2 8 45 4 3 15 15 7 4 19 0 4 5 20 0 19 6 22 0 254 Day Plan 6 Day Plan 7 Event Hour Minute Action 1 7 0 19 2 9 0 10 3 20 0 19 4 22 0 254 Day Plan 7 Special Function Maps 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPC 1-8 AsPHS Func 1-8 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 Special Function Maps Phase Functions 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Phase 1Overlap Omit 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Phase 2Overlap Omit 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Phase 3Overlap Omit 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Phase 4Overlap Omit 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Phase Functions 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 12/17 Preempt 1 Data Miscellaneous DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C 248 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 Interval Timings Preempt 2 Data Miscellaneous DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C 249 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 Interval Timings Exit/Calls Default Data Exit/Calls Vehicle Data Phase Track Green DWELL Cycle 3 1 1 0 8 1 1 0 Vehicle Data Pedestrian Data Phase Track Green DWELL Cycle 1 0 0 0 3 0 0 0 5 0 0 0 7 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 Pedestrian Data Overlap Data Phase TrackGreen DWELL Cycle Trail 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 1 1 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Exit/Calls Default Data Exit/Calls Vehicle Data Phase Track Green DWELL Cycle 4 1 1 0 7 1 1 0 Vehicle Data Pedestrian Data Phase Track Green DWELL Cycle 1 0 0 0 3 0 0 0 5 0 0 0 7 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 Overlap Data Phase TrackGreen DWELL Cycle Trail 1 0 0 0 0 2 1 1 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 13/17 Preempt 3 Data Miscellaneous DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C 250 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 Interval Timings Preempt 4 Data Miscellaneous DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C 251 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 Pedestrian Data 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Exit/Calls Default Data Exit/Calls Vehicle Data Phase Track Green DWELL Cycle 2 1 1 0 5 1 1 0 Vehicle Data Pedestrian Data Phase Track Green DWELL Cycle 1 0 0 0 3 0 0 0 5 0 0 0 7 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 Pedestrian Data Overlap Data Phase TrackGreen DWELL Cycle Trail 1 1 1 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 14/17 Interval Timings Preempt 5 Data Miscellaneous DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C 252 0 0 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10 0 0 0 0 0 40 20 0 0 40 20 0 40 20 Interval Timings Exit/Calls Default Data Exit/Calls Vehicle Data Phase Track Green DWELL Cycle 1 1 1 0 6 1 1 0 Vehicle Data Pedestrian Data Phase Track Green DWELL Cycle 1 0 0 0 3 0 0 0 5 0 0 0 7 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 Pedestrian Data Overlap Data Phase TrackGreen DWELL Cycle Trail 1 0 0 0 0 2 0 0 0 0 3 1 1 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Exit/Calls Default Data Exit/Calls Vehicle Data Default Data Vehicle Data Pedestrian Data Phase Track Green DWELL Cycle 1 0 0 0 3 0 0 0 5 0 0 0 7 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 Pedestrian Data Overlap Data Phase TrackGreen DWELL Cycle Trail 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 15/17 Preempt 6 Data Miscellaneous DET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE R2C 253 0 0 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MINGRN MINWLK DWLGRN EXTPED SEL PEDCLR SELYEL/10 SELRED/10 TRKGRN TRK PEDCLR TRKYEL/10 TRKRED/10 RET PEDCLR RETYEL/10 RETRED/10 0 0 0 0 0 40 20 0 0 40 20 0 40 20 Interval Timings Preempt 7 Data Default Data Preempt 8 Data Default Data Preempt 9 Data Default Data Preempt 10 Data Default Data Preempt 11 Data Default Data Preempt 12 Data Default Data Priority Priority 1 Deafult Data Priority 2 Deafult Data Priority 3 Deafult Data Priority 4 16 0 0 0 0 Overlap Data Exit/Calls Default Data Exit/Calls Vehicle Data Default Data Vehicle Data Pedestrian Data Phase Track Green DWELL Cycle 1 0 0 0 3 0 0 0 5 0 0 0 7 0 0 0 9 0 0 0 10 0 0 0 11 0 0 0 12 0 0 0 13 0 0 0 14 0 0 0 15 0 0 0 16 0 0 0 Pedestrian Data Overlap Data Phase TrackGreen DWELL Cycle Trail 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 5 0 0 0 0 6 0 0 0 0 7 0 0 0 0 8 0 0 0 0 9 0 0 0 0 10 0 0 0 0 11 0 0 0 0 12 0 0 0 0 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 16/17 Deafult DataPriority 5 Deafult Data Priority 6 Deafult Data Priority 7 Deafult Data Priority 8 Deafult Data Priority 9 Deafult Data Priority 10 Deafult Data Priority 11 Deafult Data Priority 12 Deafult Data System/Detector Communications Local Address: None Revert to Backup: 900.0 IP Address: None System Detector Data Bank 1: Default Data Bank 2: Default Data Bank 3: Default Data Bank 4: Default Data Queue Assignments Bank 1: Default Data Bank 2: Default Data Bank 3: Default Data Bank 4: Default Data Queue Select Bank 1: Default Data Bank 2: Default Data Bank 3: Default Data Bank 4: Default Data System/Detector Data - Detector Diagnostics System Data - Speed Measurement: 0 Vehicle Detector Diagnostics Value: 0 Default Data Vehicle Detector Diagnostics Value: 0 Vehicle Detector Diagnostics Value: 1 Default Data Vehicle Detector Diagnostics Value: 1 Pedestrian Detector Value: 0 Default Data Pedestrian Detector Value: 0 Pedestrian Detector Value: 1 Default Data Pedestrian Detector Value: 1 Special Detector Diagnostics Value: 0 Default Data Special Detector Diagnostics Value: 0 Special Detector Diagnostics Value: 1 Default Data Special Detector Diagnostics Value: 1 3/22/23, 11:37 AM F1938_20230322_1136.html file:///C:/Program Files (x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 17/17 System Data - Speed Ranges/Pattern Speed Trap 1 Default Data Speed Trap 1 Speed Trap 2 Default Data Speed Trap 2 Pattern Speed Trap Low Threshold Speed Trap High Threshold Default Data Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 92 Appendix F – Synchro Outputs Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 7 159 1641 155 1 209 430 107 10 146 686 549 Future Volume (vph) 7 159 1641 155 1 209 430 107 10 146 686 549 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 0 173 1870 0 0 219 559 0 0 162 1287 0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0 Total Split (s) 19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%) 14.6% 14.6% 40.8% 16.2% 16.2% 42.3% 16.2% 16.2% 27.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max None None None Act Effct Green (s) 10.4 45.0 13.0 47.6 11.2 28.0 Actuated g/C Ratio 0.08 0.35 0.10 0.37 0.09 0.22 v/c Ratio 0.63 1.07 0.64 0.31 0.56 1.28dr Control Delay 68.5 84.3 65.4 27.3 64.4 115.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 68.5 84.3 65.4 27.3 64.4 115.1 LOS EF EC EF Approach Delay 82.9 38.0 109.5 Approach LOS F D F Queue Length 50th (ft) 73 ~638 92 111 68 ~428 Queue Length 95th (ft) 112 #735 136 144 105 #527 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 290 1744 343 1809 338 1128 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 1.07 0.64 0.31 0.48 1.14 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 52 (40%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.14 Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak Synchro 11 Report Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 277 388 75 Future Volume (vph) 2 277 388 75 Peak Hour Factor 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 2% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 0 291 482 0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 54.0 Total Split (s) 20.0 20.0 35.0 Total Split (%) 15.4% 15.4% 26.9% Yellow Time (s) 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Act Effct Green (s) 12.0 28.8 Actuated g/C Ratio 0.09 0.22 v/c Ratio 0.92 0.43 Control Delay 92.4 42.6 Queue Delay 0.0 0.0 Total Delay 92.4 42.6 LOS F D Approach Delay 61.3 Approach LOS E Queue Length 50th (ft) 127 121 Queue Length 95th (ft) #213 161 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 316 1119 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.92 0.43 Intersection Summary Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak Synchro 11 Report Intersection Signal Delay: 80.3 Intersection LOS: F Intersection Capacity Utilization 101.3% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)03A - Existing 2023 AM Peak Synchro 11 Report Intersection Int Delay, s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2499 13 0 747 0 88 Future Vol, veh/h 2499 13 0 747 0 88 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22322 Mvmt Flow 2659 14 0 795 0 94 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 1337 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 123 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----123 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 94.2 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 123 - - - HCM Lane V/C Ratio 0.761 - - - HCM Control Delay (s) 94.2 - - - HCM Lane LOS F - - - HCM 95th %tile Q(veh) 4.4 - - - HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03A - Existing 2023 AM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 16 1359 29 0 762 Future Vol, veh/h 0 16 1359 29 0 762 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 73222 Mvmt Flow 0 18 1562 33 0 876 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 798 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.24 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.97 ---- Pot Cap-1 Maneuver 0 274 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 274 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 19.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 274 - HCM Lane V/C Ratio - - 0.067 - HCM Control Delay (s) - - 19.1 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.2 - Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 17 376 908 176 42 151 796 176 7 175 381 158 Future Volume (vph) 17 376 908 176 42 151 796 176 7 175 381 158 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 418 1153 0 0 206 1034 0 0 193 573 0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0 Total Split (s) 23.0 23.0 53.0 24.0 24.0 54.0 21.0 21.0 26.0 Total Split (%) 19.2% 19.2% 44.2% 20.0% 20.0% 45.0% 17.5% 17.5% 21.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max None None None Act Effct Green (s) 15.0 49.7 12.6 47.3 11.7 16.7 Actuated g/C Ratio 0.12 0.41 0.10 0.39 0.10 0.14 v/c Ratio 0.97 0.56 0.58 0.53 0.58 0.77 Control Delay 90.0 27.6 57.5 27.8 58.6 51.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.0 27.6 57.5 27.8 58.6 51.0 LOS FC EC ED Approach Delay 44.2 32.8 52.9 Approach LOS D C D Queue Length 50th (ft) 168 241 79 215 74 136 Queue Length 95th (ft) #272 303 116 260 112 180 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 429 2076 452 1961 371 791 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.97 0.56 0.46 0.53 0.52 0.72 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.17 Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak Synchro 11 Report Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 244 363 350 Future Volume (vph) 36 244 363 350 Peak Hour Factor 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 0 298 758 0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 54.0 Total Split (s) 17.0 17.0 22.0 Total Split (%) 14.2% 14.2% 18.3% Yellow Time (s) 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Act Effct Green (s) 9.0 14.0 Actuated g/C Ratio 0.08 0.12 v/c Ratio 1.17 1.14dr Control Delay 157.8 103.9 Queue Delay 0.0 0.0 Total Delay 157.8 103.9 LOS F F Approach Delay 119.1 Approach LOS F Queue Length 50th (ft) ~141 ~200 Queue Length 95th (ft) #234 #289 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 255 688 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 1.17 1.10 Intersection Summary Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak Synchro 11 Report Intersection Signal Delay: 59.7 Intersection LOS: E Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)03B - Existing 2023 MID Peak Synchro 11 Report Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1320 20 0 1165 0 51 Future Vol, veh/h 1320 20 0 1165 0 51 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 3 22222 Mvmt Flow 1404 21 0 1239 0 54 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 713 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 321 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----321 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 18.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 321 - - - HCM Lane V/C Ratio 0.169 - - - HCM Control Delay (s) 18.5 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.6 - - - HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03B - Existing 2023 MID Peak Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 68 947 39 0 697 Future Vol, veh/h 0 68 947 39 0 697 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22322 Mvmt Flow 0 72 1007 41 0 741 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 524 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 0 426 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 426 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 15.2 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 426 - HCM Lane V/C Ratio - - 0.17 - HCM Control Delay (s) - - 15.2 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.6 - Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (vph) 20 155 915 198 486 1457 201 44 253 499 361 1 Future Volume (vph) 20 155 915 198 486 1457 201 44 253 499 361 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Shared Lane Traffic (%) Lane Group Flow (vph) 0 184 1171 0 512 1746 0 0 312 905 0 0 Turn Type Prot Prot NA Prot NA Prot Prot NA Prot Protected Phases 5 5 2 1 6 3 3 8 7 Permitted Phases Detector Phase 5 5 2 1 6 3 3 8 7 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 54.0 13.0 13.0 54.0 13.0 Total Split (s) 23.0 23.0 54.0 35.0 66.0 23.0 23.0 41.0 20.0 Total Split (%) 15.3% 15.3% 36.0% 23.3% 44.0% 15.3% 15.3% 27.3% 13.3% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None C-Max None None None None Act Effct Green (s) 15.0 47.4 25.6 58.0 15.0 33.0 Actuated g/C Ratio 0.10 0.32 0.17 0.39 0.10 0.22 v/c Ratio 0.54 0.74 0.87 0.90 0.91 0.88dr Control Delay 70.5 48.1 77.0 50.1 96.5 54.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.5 48.1 77.0 50.1 96.5 54.5 LOS ED ED FD Approach Delay 51.1 56.2 65.2 Approach LOS D E E Queue Length 50th (ft) 89 371 252 580 158 274 Queue Length 95th (ft) 131 428 #324 649 #247 330 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 343 1585 617 1942 343 1134 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.54 0.74 0.83 0.90 0.91 0.80 Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 48 (32%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 69.8 Intersection LOS: E Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak Synchro 11 Report Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph) 243 856 216 Future Volume (vph) 243 856 216 Peak Hour Factor 0.95 0.95 0.95 Shared Lane Traffic (%) Lane Group Flow (vph) 257 1128 0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 Minimum Split (s) 13.0 54.0 Total Split (s) 20.0 38.0 Total Split (%) 13.3% 25.3% Yellow Time (s) 5.0 5.0 All-Red Time (s) 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Recall Mode None None Act Effct Green (s) 12.0 30.0 Actuated g/C Ratio 0.08 0.20 v/c Ratio 0.94 1.11 Control Delay 108.1 115.6 Queue Delay 0.0 0.0 Total Delay 108.1 115.6 LOS F F Approach Delay 114.2 Approach LOS F Queue Length 50th (ft) 131 ~450 Queue Length 95th (ft) #219 #549 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 274 1016 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.94 1.11 Intersection Summary Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak Synchro 11 Report Intersection Capacity Utilization 94.1% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)03C - Existing 2023 PM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1471 13 0 2144 0 44 Future Vol, veh/h 1471 13 0 2144 0 44 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 1516 13 0 2210 0 45 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 765 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 297 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----297 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 19.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 297 - - - HCM Lane V/C Ratio 0.153 - - - HCM Control Delay (s) 19.3 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.5 - - - HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03C - Existing 2023 PM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 84 1140 45 0 1584 Future Vol, veh/h 0 84 1140 45 0 1584 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 0 93 1267 50 0 1760 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 659 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 0 348 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 348 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 19.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 348 - HCM Lane V/C Ratio - - 0.268 - HCM Control Delay (s) - - 19.1 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.1 - Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 8 163 1674 159 2 214 439 110 11 149 700 560 Future Volume (vph) 8 163 1674 159 2 214 439 110 11 149 700 560 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 0 178 1910 0 0 225 572 0 0 166 1312 0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0 Total Split (s) 19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%) 14.6% 14.6% 40.8% 16.2% 16.2% 42.3% 16.2% 16.2% 27.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max None None None Act Effct Green (s) 10.5 45.0 13.0 47.5 11.3 28.0 Actuated g/C Ratio 0.08 0.35 0.10 0.37 0.09 0.22 v/c Ratio 0.64 1.10 0.66 0.32 0.57 1.30dr Control Delay 69.1 92.4 66.2 27.3 64.5 123.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.1 92.4 66.2 27.3 64.5 123.5 LOS EF EC EF Approach Delay 90.4 38.3 116.9 Approach LOS F D F Queue Length 50th (ft) 75 ~664 95 114 70 ~444 Queue Length 95th (ft) 115 #761 140 147 107 #542 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 290 1744 343 1808 338 1128 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.61 1.10 0.66 0.32 0.49 1.16 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 52 (40%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.16 Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak Synchro 11 Report Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 283 396 77 Future Volume (vph) 3 283 396 77 Peak Hour Factor 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 2% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 0 298 493 0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 54.0 Total Split (s) 20.0 20.0 35.0 Total Split (%) 15.4% 15.4% 26.9% Yellow Time (s) 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Act Effct Green (s) 12.0 28.7 Actuated g/C Ratio 0.09 0.22 v/c Ratio 0.94 0.44 Control Delay 96.5 42.9 Queue Delay 0.0 0.0 Total Delay 96.5 42.9 LOS F D Approach Delay 63.1 Approach LOS E Queue Length 50th (ft) 130 125 Queue Length 95th (ft) #219 165 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 316 1114 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.94 0.44 Intersection Summary Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak Synchro 11 Report Intersection Signal Delay: 85.8 Intersection LOS: F Intersection Capacity Utilization 103.0% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)04A - Background 2024 AM Peak Synchro 11 Report Intersection Int Delay, s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2549 14 0 762 0 90 Future Vol, veh/h 2549 14 0 762 0 90 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22322 Mvmt Flow 2712 15 0 811 0 96 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 1364 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 118 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----118 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 106.8 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 118 - - - HCM Lane V/C Ratio 0.811 - - - HCM Control Delay (s) 106.8 - - - HCM Lane LOS F - - - HCM 95th %tile Q(veh) 4.8 - - - HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04A - Background 2024 AM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 17 1387 30 0 778 Future Vol, veh/h 0 17 1387 30 0 778 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 73222 Mvmt Flow 0 20 1594 34 0 894 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 814 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.24 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.97 ---- Pot Cap-1 Maneuver 0 267 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 267 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 19.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 267 - HCM Lane V/C Ratio - - 0.073 - HCM Control Delay (s) - - 19.5 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.2 - Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 18 384 927 180 43 155 812 180 8 179 389 162 Future Volume (vph) 18 384 927 180 43 155 812 180 8 179 389 162 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 428 1177 0 0 211 1055 0 0 199 586 0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0 Total Split (s) 23.0 23.0 53.0 24.0 24.0 54.0 21.0 21.0 26.0 Total Split (%) 19.2% 19.2% 44.2% 20.0% 20.0% 45.0% 17.5% 17.5% 21.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max None None None Act Effct Green (s) 15.0 49.5 12.7 47.2 11.8 16.8 Actuated g/C Ratio 0.12 0.41 0.11 0.39 0.10 0.14 v/c Ratio 1.00 0.57 0.59 0.54 0.59 0.79 Control Delay 95.6 28.0 57.7 28.1 59.0 51.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 95.6 28.0 57.7 28.1 59.0 51.6 LOS FC EC ED Approach Delay 46.0 33.0 53.4 Approach LOS D C D Queue Length 50th (ft) 173 249 81 221 76 141 Queue Length 95th (ft) #281 311 119 266 115 185 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 429 2068 452 1958 371 792 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.00 0.57 0.47 0.54 0.54 0.74 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.19 Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak Synchro 11 Report Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 37 249 371 357 Future Volume (vph) 37 249 371 357 Peak Hour Factor 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 0 304 775 0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 54.0 Total Split (s) 17.0 17.0 22.0 Total Split (%) 14.2% 14.2% 18.3% Yellow Time (s) 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Act Effct Green (s) 9.0 14.0 Actuated g/C Ratio 0.08 0.12 v/c Ratio 1.19 1.17dr Control Delay 165.6 112.6 Queue Delay 0.0 0.0 Total Delay 165.6 112.6 LOS F F Approach Delay 127.5 Approach LOS F Queue Length 50th (ft) ~146 ~211 Queue Length 95th (ft) #238 #300 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 255 688 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 1.19 1.13 Intersection Summary Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak Synchro 11 Report Intersection Signal Delay: 62.3 Intersection LOS: E Intersection Capacity Utilization 78.4% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)04B - Background 2024 MID Peak Synchro 11 Report Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1347 21 0 1189 0 53 Future Vol, veh/h 1347 21 0 1189 0 53 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 3 22222 Mvmt Flow 1433 22 0 1265 0 56 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 728 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 314 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----314 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 19 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 314 - - - HCM Lane V/C Ratio 0.18 - - - HCM Control Delay (s) 19 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.6 - - - HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04B - Background 2024 MID Peak Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 70 966 40 0 711 Future Vol, veh/h 0 70 966 40 0 711 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22322 Mvmt Flow 0 74 1028 43 0 756 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 536 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 0 419 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 419 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 15.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 419 - HCM Lane V/C Ratio - - 0.178 - HCM Control Delay (s) - - 15.4 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.6 - Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (vph) 21 159 934 202 496 1487 206 45 259 509 369 2 Future Volume (vph) 21 159 934 202 496 1487 206 45 259 509 369 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Shared Lane Traffic (%) Lane Group Flow (vph) 0 189 1196 0 522 1782 0 0 320 924 0 0 Turn Type Prot Prot NA Prot NA Prot Prot NA Prot Protected Phases 5 5 2 1 6 3 3 8 7 Permitted Phases Detector Phase 5 5 2 1 6 3 3 8 7 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 54.0 13.0 13.0 54.0 13.0 Total Split (s) 23.0 23.0 54.0 35.0 66.0 23.0 23.0 41.0 20.0 Total Split (%) 15.3% 15.3% 36.0% 23.3% 44.0% 15.3% 15.3% 27.3% 13.3% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None C-Max None None None None Act Effct Green (s) 15.0 47.2 25.8 58.0 15.0 33.0 Actuated g/C Ratio 0.10 0.31 0.17 0.39 0.10 0.22 v/c Ratio 0.55 0.76 0.88 0.92 0.93 0.89dr Control Delay 70.9 48.9 77.9 51.8 100.4 55.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.9 48.9 77.9 51.8 100.4 55.3 LOS ED ED FE Approach Delay 51.9 57.7 66.9 Approach LOS D E E Queue Length 50th (ft) 92 381 257 599 162 282 Queue Length 95th (ft) 135 440 #340 669 #257 338 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 343 1579 617 1942 343 1135 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.76 0.85 0.92 0.93 0.81 Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 48 (32%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 72.6 Intersection LOS: E Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak Synchro 11 Report Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph) 248 874 221 Future Volume (vph) 248 874 221 Peak Hour Factor 0.95 0.95 0.95 Shared Lane Traffic (%) Lane Group Flow (vph) 263 1153 0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 Minimum Split (s) 13.0 54.0 Total Split (s) 20.0 38.0 Total Split (%) 13.3% 25.3% Yellow Time (s) 5.0 5.0 All-Red Time (s) 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Recall Mode None None Act Effct Green (s) 12.0 30.0 Actuated g/C Ratio 0.08 0.20 v/c Ratio 0.96 1.13 Control Delay 112.6 124.1 Queue Delay 0.0 0.0 Total Delay 112.6 124.1 LOS F F Approach Delay 121.9 Approach LOS F Queue Length 50th (ft) 134 ~469 Queue Length 95th (ft) #227 #567 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 274 1016 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.96 1.13 Intersection Summary Timings 01 - Existing 2023 & Background 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak Synchro 11 Report Intersection Capacity Utilization 95.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)04C - Background 2024 PM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1501 14 0 2187 0 45 Future Vol, veh/h 1501 14 0 2187 0 45 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 1547 14 0 2255 0 46 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 781 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 290 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----290 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 19.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 290 - - - HCM Lane V/C Ratio 0.16 - - - HCM Control Delay (s) 19.8 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.6 - - - HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04C - Background 2024 PM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 86 1163 46 0 1616 Future Vol, veh/h 0 86 1163 46 0 1616 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 0 96 1292 51 0 1796 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 672 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 0 342 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 342 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 19.6 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 342 - HCM Lane V/C Ratio - - 0.279 - HCM Control Delay (s) - - 19.6 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.1 - Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 8 163 1683 159 2 214 430 110 23 166 706 560 Future Volume (vph) 8 163 1683 159 2 214 430 110 23 166 706 560 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 2% 3% 2% 2% 4% 2% 10% 3% 2% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 0 178 1919 0 0 225 563 0 0 197 1318 0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0 Total Split (s) 19.0 19.0 53.0 21.0 21.0 55.0 21.0 21.0 36.0 Total Split (%) 14.6% 14.6% 40.8% 16.2% 16.2% 42.3% 16.2% 16.2% 27.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lead Lead Lead Lag Lag Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max None None None Act Effct Green (s) 10.5 45.0 13.0 47.5 11.9 28.0 Actuated g/C Ratio 0.08 0.35 0.10 0.37 0.09 0.22 v/c Ratio 0.64 1.10 0.66 0.31 0.64 1.30dr Control Delay 69.1 94.3 66.2 27.1 66.6 125.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.1 94.3 66.2 27.1 66.6 125.7 LOS EF EC EF Approach Delay 92.1 38.3 118.0 Approach LOS F D F Queue Length 50th (ft) 75 ~670 95 111 82 ~449 Queue Length 95th (ft) 115 #767 140 144 124 #547 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 290 1744 343 1808 337 1128 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.61 1.10 0.66 0.31 0.58 1.17 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 52 (40%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.17 Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak Synchro 11 Report Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 295 390 77 Future Volume (vph) 3 295 390 77 Peak Hour Factor 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 2% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 0 310 486 0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 54.0 Total Split (s) 20.0 20.0 35.0 Total Split (%) 15.4% 15.4% 26.9% Yellow Time (s) 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Act Effct Green (s) 12.0 28.1 Actuated g/C Ratio 0.09 0.22 v/c Ratio 0.98 0.45 Control Delay 104.7 43.2 Queue Delay 0.0 0.0 Total Delay 104.7 43.2 LOS F D Approach Delay 67.1 Approach LOS E Queue Length 50th (ft) 136 124 Queue Length 95th (ft) #232 162 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 316 1090 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.98 0.45 Intersection Summary Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak Synchro 11 Report Intersection Signal Delay: 87.7 Intersection LOS: F Intersection Capacity Utilization 103.6% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)10A - Buildout 2024 AM Peak Synchro 11 Report Intersection Int Delay, s/veh 4.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 2540 37 0 753 0 107 Future Vol, veh/h 2540 37 0 753 0 107 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22322 Mvmt Flow 2702 39 0 801 0 114 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 1371 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 117 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----117 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 145.9 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 117 - - - HCM Lane V/C Ratio 0.973 - - - HCM Control Delay (s) 145.9 - - - HCM Lane LOS F - - - HCM 95th %tile Q(veh) 6.3 - - - HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10A - Buildout 2024 AM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 55 1381 42 0 784 Future Vol, veh/h 0 55 1381 42 0 784 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 73222 Mvmt Flow 0 63 1587 48 0 901 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 818 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.24 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.97 ---- Pot Cap-1 Maneuver 0 266 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 266 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 22.7 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 266 - HCM Lane V/C Ratio - - 0.238 - HCM Control Delay (s) - - 22.7 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0.9 - Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Volume (vph) 18 384 937 180 43 155 802 180 21 198 396 162 Future Volume (vph) 18 384 937 180 43 155 802 180 21 198 396 162 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 2% 2% 2% 4% 3% 3% 2% 2% 2% 2% 2% Shared Lane Traffic (%) Lane Group Flow (vph) 0 428 1188 0 0 211 1044 0 0 233 593 0 Turn Type Prot Prot NA Prot Prot NA Prot Prot NA Protected Phases 5 5 2 1 1 6 3 3 8 Permitted Phases Detector Phase 5 5 2 1 1 6 3 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 5.0 10.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 13.0 54.0 13.0 13.0 54.0 Total Split (s) 23.0 23.0 53.0 24.0 24.0 54.0 21.0 21.0 26.0 Total Split (%) 19.2% 19.2% 44.2% 20.0% 20.0% 45.0% 17.5% 17.5% 21.7% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lag Lag Lag Lead Lead Lead Lag Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None None C-Max None None None Act Effct Green (s) 15.0 49.2 12.7 46.9 12.1 17.1 Actuated g/C Ratio 0.12 0.41 0.11 0.39 0.10 0.14 v/c Ratio 1.00 0.58 0.59 0.54 0.67 0.78 Control Delay 95.6 28.3 57.7 28.1 62.0 51.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 95.6 28.3 57.7 28.1 62.0 51.5 LOS FC EC ED Approach Delay 46.1 33.1 54.5 Approach LOS D C D Queue Length 50th (ft) 173 252 81 217 90 143 Queue Length 95th (ft) #281 315 119 263 134 188 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 429 2056 452 1947 371 790 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.00 0.58 0.47 0.54 0.63 0.75 Intersection Summary Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak Synchro 11 Report Lane Group SBU SBL SBT SBR Lane Configurations Traffic Volume (vph) 37 263 364 357 Future Volume (vph) 37 263 364 357 Peak Hour Factor 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 3% 3% 3% Shared Lane Traffic (%) Lane Group Flow (vph) 0 319 767 0 Turn Type Prot Prot NA Protected Phases 7 7 4 Permitted Phases Detector Phase 7 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 54.0 Total Split (s) 17.0 17.0 22.0 Total Split (%) 14.2% 14.2% 18.3% Yellow Time (s) 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lead Lead Lead Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None Act Effct Green (s) 9.0 14.0 Actuated g/C Ratio 0.08 0.12 v/c Ratio 1.25 1.15dr Control Delay 186.2 105.9 Queue Delay 0.0 0.0 Total Delay 186.2 105.9 LOS F F Approach Delay 129.5 Approach LOS F Queue Length 50th (ft) ~158 ~204 Queue Length 95th (ft) #253 #292 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 255 692 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 1.25 1.11 Intersection Summary Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak Synchro 11 Report Intersection Signal Delay: 63.1 Intersection LOS: E Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)10B - Buildout 2024 MID Peak Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1337 47 0 1179 0 72 Future Vol, veh/h 1337 47 0 1179 0 72 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 3 22222 Mvmt Flow 1422 50 0 1254 0 77 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 736 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 310 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----310 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 20.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 310 - - - HCM Lane V/C Ratio 0.247 - - - HCM Control Delay (s) 20.4 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 1 - - - HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10B - Buildout 2024 MID Peak Synchro 11 Report Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 113 959 54 0 718 Future Vol, veh/h 0 113 959 54 0 718 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 22322 Mvmt Flow 0 120 1020 57 0 764 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 539 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 0 417 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 417 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 17.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 417 - HCM Lane V/C Ratio - - 0.288 - HCM Control Delay (s) - - 17.1 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.2 - Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak Synchro 11 Report Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (vph) 21 159 940 202 496 1480 206 54 272 513 369 2 Future Volume (vph) 21 159 940 202 496 1480 206 54 272 513 369 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Shared Lane Traffic (%) Lane Group Flow (vph) 0 189 1202 0 522 1775 0 0 343 928 0 0 Turn Type Prot Prot NA Prot NA Prot Prot NA Prot Protected Phases 5 5 2 1 6 3 3 8 7 Permitted Phases Detector Phase 5 5 2 1 6 3 3 8 7 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 Minimum Split (s) 13.0 13.0 53.0 13.0 54.0 13.0 13.0 54.0 13.0 Total Split (s) 23.0 23.0 54.0 35.0 66.0 23.0 23.0 41.0 20.0 Total Split (%) 15.3% 15.3% 36.0% 23.3% 44.0% 15.3% 15.3% 27.3% 13.3% Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 8.0 8.0 8.0 8.0 8.0 8.0 Lead/Lag Lag Lag Lag Lead Lead Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None C-Max None C-Max None None None None Act Effct Green (s) 15.0 47.2 25.8 58.0 15.0 33.0 Actuated g/C Ratio 0.10 0.31 0.17 0.39 0.10 0.22 v/c Ratio 0.55 0.76 0.88 0.91 1.00 0.89dr Control Delay 70.9 49.1 77.9 51.4 114.8 55.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 70.9 49.1 77.9 51.4 114.8 55.6 LOS ED ED FE Approach Delay 52.0 57.4 71.6 Approach LOS D E E Queue Length 50th (ft) 92 384 257 595 175 284 Queue Length 95th (ft) 135 443 #340 665 #283 340 Internal Link Dist (ft) 657 536 265 Turn Bay Length (ft) 410 430 340 Base Capacity (vph) 343 1578 617 1943 343 1134 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.76 0.85 0.91 1.00 0.82 Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 48 (32%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 145 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.13 Intersection Signal Delay: 73.5 Intersection LOS: E Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak Synchro 11 Report Lane Group SBL SBT SBR Lane Configurations Traffic Volume (vph) 257 869 221 Future Volume (vph) 257 869 221 Peak Hour Factor 0.95 0.95 0.95 Shared Lane Traffic (%) Lane Group Flow (vph) 273 1148 0 Turn Type Prot NA Protected Phases 7 4 Permitted Phases Detector Phase 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 Minimum Split (s) 13.0 54.0 Total Split (s) 20.0 38.0 Total Split (%) 13.3% 25.3% Yellow Time (s) 5.0 5.0 All-Red Time (s) 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 8.0 8.0 Lead/Lag Lead Lead Lead-Lag Optimize? Yes Yes Recall Mode None None Act Effct Green (s) 12.0 30.0 Actuated g/C Ratio 0.08 0.20 v/c Ratio 1.00 1.13 Control Delay 121.0 122.3 Queue Delay 0.0 0.0 Total Delay 121.0 122.3 LOS F F Approach Delay 122.1 Approach LOS F Queue Length 50th (ft) 140 ~465 Queue Length 95th (ft) #238 #564 Internal Link Dist (ft) 603 Turn Bay Length (ft) 300 Base Capacity (vph) 274 1016 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 1.00 1.13 Intersection Summary Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak Synchro 11 Report Intersection Capacity Utilization 96.0% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd)10C - Buildout 2024 PM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 1494 31 0 2180 0 58 Future Vol, veh/h 1494 31 0 2180 0 58 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 22222 Mvmt Flow 1540 32 0 2247 0 60 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 786 Stage 1 ------ Stage 2 ------ Critical Hdwy -----7.14 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.92 Pot Cap-1 Maneuver - - 0 - 0 288 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----288 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 20.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 288 - - - HCM Lane V/C Ratio 0.208 - - - HCM Control Delay (s) 20.7 - - - HCM Lane LOS C - - - HCM 95th %tile Q(veh) 0.8 - - - HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10C - Buildout 2024 PM Peak Synchro 11 Report Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 113 1158 55 0 1620 Future Vol, veh/h 0 113 1158 55 0 1620 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 0 126 1287 61 0 1800 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 674 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 0 341 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 341 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 21.6 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 341 - HCM Lane V/C Ratio - - 0.368 - HCM Control Delay (s) - - 21.6 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 1.6 -