Loading...
Item 6A - Southlake Marketplace - Birdcall TIA Traffic Impact Analysis for Birdcall Restaurant Southlake, Texas Prepared for: Kirkman Engineering 5200 State Highway 121 Colleyville,TX 76034 E rT OF 5,'.. 'c�'9��11 Prepared by: ....: + 0 �MAES A ......ROBERTSpN i ........... ruEE rcnainrcainc 3030 LBJ Freeway, Suite 1660 Dallas,Texas 75234 Phone: (972)248-3006 TBPE Firm F-450 April 7, 2023 T2038.02 Table of Contents Tableof Contents....................................................................................................................................2 Listof Tables ...........................................................................................................................................3 Listof Figures..........................................................................................................................................4 Listof Exhibits .........................................................................................................................................5 ExecutiveSummary.................................................................................................................................6 Introduction ............................................................................................................................................9 Site Accessibility and Study Impact Area................................................................................................13 TrafficVolumes .....................................................................................................................................17 TripGeneration.....................................................................................................................................21 Trip Distribution and Assignment...........................................................................................................23 AccessPoint Analyses............................................................................................................................30 Intersection Capacity Analysis ...............................................................................................................32 QueueLength Analysis..........................................................................................................................37 Conclusions...........................................................................................................................................40 Recommendations ................................................................................................................................43 AppendixA—Site Plan...........................................................................................................................44 AppendixB—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 AppendixF—Synchro Outputs...............................................................................................................92 Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 2 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 3 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 4 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 5 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 Q 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 6 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 7 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 8 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 9 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 10 Study Intersections: O Players + -ram• / �!•`;! t ,i Z 09 CO all ., . ..,_ 1. - 'l^lam P �j'*. .�'.�` '• FM 1938 (Randol Mill Ave) Q Q Figure 1. Impact Area and Existing Land Use. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 11 / / Y / OT 8.BLOCK 1. LAKE CR OSSI (CAB NET A,SLIDE // r / 425.P.R.T.C.T.) EX.BUILDING / // e$ \ ZONING C-3 5,000 SF 25'UTI EMENT PROP SIGN H CABIN SLIDE 2425 ,Rs. P .T.C.T 'PROP.SIDEWALK / ��3• / ,� yot' o��J ,LsQ 1 PROP- '/••• /// ;" DUMPSTER 1R a end T 4,BLOCK I a A ♦Op�G��1 PROP.BUILDING SOU CROSSING SFf/ 0J1 p g�,� (CABINS A,SLIDE ZONING C-3 PROP.SIDEWALK �� 161a, .T.C.T) 4900SF{INCLUDING Q� 2E00 SF PATIO) •a a Rs•/ ` �0 /0 h Figure 2. Site Plan (Site Layout). Traffic Impact Analysis for Birdcall Restaurant in Southlake,Texas Page 12 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 Q 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 13 Int.A Int.#2 o7h �ayt • Int.#1 r Z / East g��dl e �n Int.#3 ♦I ♦ ET ♦ 1 m z a-n ♦ I m o � ♦ 1 in n I 9 t ° ♦�♦r West • East ♦ 9q v'� I ♦♦ yA 1 - p° gal I AP C w, ^A a�� 1 AP Full ♦♦ Development ♦♦ 00 > (———————— LEGEND rn Q SIGNALIZED(NOT STUDY INTERSECTION) 2 °LL ® SIGNALIZED(STUDY INTERSECTION) co NOT SIGNALIZED(STUDY INTERSECTION) I I NOT TO SCALE 3030 LBJ FREEWAY SUITE 1660 _ DALLAS,TEXAS'5234 972-248-3006 Existing 2023 & Background 2024 Lane Configuration Exhibit 1 -248-3 TBPE FIRM F-450 rLrcc- rincinrcovinc 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 15 Int.A Int.#2 4'o 2 3 • Int.#1 z o� rwest � East 9 0 0 Int.43 _ ♦I E 70 ♦ 1 v z° Q T ♦ I m o � ♦ 1 N n D ♦♦♦ 9 I West 111 ♦♦ East f f}. II ♦♦ yA 1 ♦ I dop 1 1 1 1 ♦ 0 �Apal 1 AP C `goJr I AP2 Full ♦♦ Development ♦♦ 00 I------ -- LEGEND r Q SIGNALIZED(NOT STUDY INTERSECTION) °o ® SIGNALIZED(STUDY INTERSECTION) cc NOT SIGNALIZED(STUDY INTERSECTION) 9 I NOT TO SCALE 7r3030 LBJ FREEWAY SUITE 1660 DA TEXAS 75234 972-248-3-248-3006 Buildout 2024 Lane Configuration Exhibit 2 TBPE FIRM F-450 cl:c- rcncinrc rc:vinc 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 17 Int.#2 a`^^o51ry �ay� ti e Int.#1 S� 73' rwest ET 7[176](201)0[7961(1,457) �209[1511(486) �i 1[421(0) 7[171(20) East 2y 159[3761(155) 11* F' �d 1,641[908](915) o p9 155[176](198) zt.N �� FM o'j oU�h�ake �� eg M 0 0 ur Int.#3 _ r 70 1 v i z Q-n zw 1 N z 9A I n w D0 '9 L 16[68](84) '�0 1 \ I West 1 • �'�•�� �� 1 f East fj I dopCq 1 1 1 10 1 N �Apal i AP C ' `goJr I AP 2 Full Development 00 I------ -- LEGEND r Q SIGNALIZED(NOT STUDY INTERSECTION) °o ® SIGNALIZED(STUDY INTERSECTION) cc NOT SIGNALIZED(STUDY INTERSECTION) 9 AM[MID](PM)PEAK HOUR VOLUMES N NOT TO SCALE 7r3030 LBJ FREEWAY SUITE1660 Existing 2023 Traffic Condition DA-248-3 TEXAS 75234 (AM & PM Collected on Thursday, February 16, 2023) Exhibit 3 TBPE FIRM RMF-450 (Midday Collected on Thursday, March 23, 2023) BPE cl:c- rcncinrc rc:vinc 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). FM 1709 east of FM 1938 FM 1938 south of FM 1709 Station Flag: 220H26 Station Flag: 220H23 Year AADT Growth Year AADT Growth Percent 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 -- 5-Year Rate: -1.5% 5-Year Rate: -1.5% 10-Year Rate: 0.3% 10-Year Rate: -0.4% 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. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 19 Int.#2 Zoe a�, eti 1$g��ti �a5� \9� Int.#1 s z �.^N 0`1�1p`ry S 0 N� L 110[180](206) 439 I812](1,487) tJ 1 -�} 214[155](496) West �i 2[431 8[18](21) East 2j 163[384](159) 11*1 } F' �d 1,674[927](934)� ^^ °' 9 159[180](202) N 8 m °�L/ PM\I°o'j _�M� Ukh\eke 0 0 ur Int.#3 _ 70 1 v zo Q-n ° I N zw 41 w 9A I n y°0 9 n L 17[70](86) m \ I West 1 • �'�•�� �� 1 f East fjRa ice' �� 1 I dopCq 1 1 1 10 1 N �Apal i AP C ' `g°Jr I AP 2 Full 1 Development 00 1------ -- LEGEND r Q SIGNALIZED(NOT STUDY INTERSECTION) °o ® SIGNALIZED(STUDY INTERSECTION) cc NOT SIGNALIZED(STUDY INTERSECTION) 9 AM[MID](PM)PEAK HOUR VOLUMES N NOT TO SCALE 3030 LBJ FREEWAY SUITE 1660 DALLAS,TEXAS75234 972-248-3006 Background 2024 Traffic Condition Exhibit 4 -248-3 TBPE FIRM F-450 7rcl:c- rincinrcovinc 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, 11`"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 21 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. Rates (For Equations:T=Trips,X=Independent Variable) Description ITE Code Weekday AM Peak Hour MID Peak Hour PM Peak Hour Fast-Food Restaurant 934 467.48 44.61 50.94 33.03 with Drive-Through Window Directional Split Description ITE Code Weekday AM Peak Hour MID Peak Hour PM Peak Hour Fast-Food Restaurant 934 In 50% Out 50% In 51% Out 49% 71n 51% Out 49% In 52% Out 48% with Drive-Through Window Number of Trips Land Use Independent Weekday AM Peak Hour MID Peak Hour PM Peak Hour Variable Total In Out Total In Out Total In Out Total In Out 2.400 Fast-Food Restaurant with Drive-Through Window 1000 Sq.Ft. 1,122 561 561 108 55 53 124 63 61 80 42 38 GFA Weekday AM Peak Hour MID Peak Hour PM Peak Hour Pass-By vs.Primary Trips Total In Out Total In Out Total In Out Total In Out Fast-Food Restaurant 54 28 26 62 32 30 44 23 21 with Drive-Through Window Total Pass-By Trips: 54 28 26 62 32 30 44 23 21 Fast-Food Restaurant 54 27 27 62 31 31 36 19 17 with Drive-Through Window Total Primary Trips: 54 27 27 62 31 31 36 19 17 (New Trips added to Roadway Network) Total Trips(Pass-By&Primary): 1,122 561 561 108 55 53 124 63 61 80 42 38 Traffic Impact Analysis for Birdcall Restaurant in Southlake,Texas Page 22 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. Traffic Impact Analysis for Birdcall Restaurant in Southlake,Texas Page 23 Int.A Int.#2 2 � 5` Int.#1 zy fie` `�oto s 4� So 4r� r East N o a71- FMB k o' �o ¢< IS0U<h 0 0 N O Int.#3 I� z° -n I CDC 1 N n D '41 00 9 I West 00 East I I I I dop 1 1 1 1 � n �Ape���al i AP C ' `goJr I AP2 Full .0 a I Development y0°\ Q I — co_ LEGEND r Q SIGNALIZED(NOT STUDY INTERSECTION) °o ® SIGNALIZED(STUDY INTERSECTION) cc NOT SIGNALIZED(STUDY INTERSECTION) 9 %ENTER(%Exit) o I q XXX%GLOBAL DISTRIBUTION N N NOT TO SCALE 7r3030 LBJ FREEWAY SUITE 1660 DA TEXAS 75234 972-248-3-248-3006 Distribution Percentages for Primary Trips Exhibit 5 TBPE FIRM F-450 cl:c- rincinrcovinc Int.A Int.#2 Zo y 'Yh O.3 g �a L � r Int.#1 �O Z SL ° �e Z �e5 0 So c� sOc rWest �-30% East FM���B�vdl lS00NO Ke 0 m Int.#3 ♦♦1 o v ♦ 1 z n-n ♦ 1 m o � ♦♦ 1 m z w ♦♦ 9q 1 n yOD ♦ 9 1 m ♦♦�` 1 . I West ♦I eJ\��� ? East F 1 1 I 1 r° ^�p0�\gal ; AP C ♦♦♦♦ Q�\awe 1 ♦ \geJ�r 1 AP2 Full ♦♦ 1 Development ♦♦ LEGEND m g Q SIGNALIZED(NOT STUDY INTERSECTION) ® SIGNALIZED(STUDY INTERSECTION) NOT SIGNALIZED(STUDY INTERSECTION) 4 AM[MID](PM)ENTERING% N AM[MID](PM)EXITING NOT TO SCALE 7r73030 LBJ FREEWAY SUITE 1660 DALLAS,TEXAS 75234 972-248-3006 Distribution Percentages for Pass-By Trips Exhibit 6 TBPE FIRM F-450 gee Encmminc Int.A Int.#2 t 01 `^01 y9 Int.#1 ° r Z East So�\akeo'4 <� l 0 Int.#3 _ A 1 v i z° -n I CDC 1 N n D '41 9 E L19[22](12) 00 � '` 1 � I West 1 • �•0I 1 East � 1 dop 1 1 1 � co �Apal i AP C ' `goJr I AP2 Full Development 00 I------ -- LEGEND r Q SIGNALIZED(NOT STUDY INTERSECTION) °o ® SIGNALIZED(STUDY INTERSECTION) cc NOT SIGNALIZED(STUDY INTERSECTION) 9 AM[MID](PM)PEAK HOUR ENTERING VOLUMES N AM[MID](PM)PEAK HOUR EXITING VOLUMES NOT TO SCALE 7r3030 LBJ FREEWAY SUITE 1660 DA TEXAS 75234 972-248-3-248-3006 Primary Trips Associated with Proposed Development Exhibit 7 TBPE FIRM F-450 cl:c- rincinrcovinc Int.A Int.#2 Zo y 'Yh 0 e� 9� 9 Int.#1 / L r z -9[-10](-7) East FM�KeB��dl < lSOUth�a 0 Int.#3 ♦♦1 o v ♦ 1 z n-n ♦ 1 m o � ♦♦ 1 m w ♦♦ 9q 1 n yOD ♦ 9 1 CD 01 ♦ I West ♦I eJ\��� ? East F' /♦♦♦♦9A 1 1 I 1 0 ^�p0�\gal ; AP C ♦♦♦♦ Q�\awe 1 ♦ AP2 Full ♦♦ 1 Development ♦♦ LEGEND m g Q SIGNALIZED(NOT STUDY INTERSECTION) LL °o ® SIGNALIZED(STUDY INTERSECTION) NOT SIGNALIZED(STUDY INTERSECTION) 4 AM[MID](PM)PEAK HOUR ENTERING VOLUMES N AM[MID](PM)PEAK HOUR EXITING VOLUMES NOT TO SCALE 7r3030 LBJ FREEWAY SUITE 1660 7972-248-3006 TEXAS75234 Pass-By / Diverted Trips Associated with Proposed Development Exhibit 8 TBPE FIRM F-450 gee EnonEERinc Int.A Int.#2 0 g` • Int.#1 z J t r z -s[-10](-7) East +1'1 T �d FM���B�vdl < e lsOUth�aK t 0 m Int.#3 ♦♦1 o v ♦ 1 z n-n ♦ 1 m o � ♦♦ 1 m w ♦♦ yq 1 n yOD ♦ 9 1 E L 38[43](27) ♦♦;` 1 I West 1 • ♦ �•�'��� 1 East ♦♦ 9q'v� T r' 1 ♦ ♦♦♦ 9q� 1 1 I 1 AP C ♦♦♦♦ Q��a�e 1 ♦ AP Full ♦♦ 1 Development ♦♦ LEGEND m g Q SIGNALIZED(NOT STUDY INTERSECTION) LL °o ® SIGNALIZED(STUDY INTERSECTION) NOT SIGNALIZED(STUDY INTERSECTION) 4 AM[MID](PM)PEAK HOUR VOLUMES N NOT TO SCALE 7r3030 LBJ FREEWAY SUITE 1660 7972-248-3006 TEXAS75234 Total Site Trips (Pass-by & Primary) Exhibit 9 TBPE FIRM F-450 gee EncinEERinc Int.#2 l�ti ti �' a5 �y3 0 Int.#10 z z z O ati S L 110[180](206) rWest 1.480 214[1551 21 (41-021(196) r�2[431(0) 8[181(21)� East 163[384](159) i1*1 f L' �y 1,683[937](940) O p9 159[180](202) LL uth�aKe lg0 0 m Int.#3 ♦♦1 o v ♦ 1 z n-n ♦♦ I m o � ♦ I m OD ♦ 9q I n ♦♦ 9 I _ D L 55[1131(113) N West 1 • ♦ �•���♦ 1 East ♦♦ TF' 1 ♦♦y 1 W< I 1 z � AP C ♦♦♦♦ Q��a�e 1 ♦ `r'OJ�r I AP2 Full ♦♦ Development ♦♦ LEGEND m g Q SIGNALIZED(NOT STUDY INTERSECTION) LL °o ® SIGNALIZED(STUDY INTERSECTION) NOT SIGNALIZED(STUDY INTERSECTION) 4 AM[MID](PM)PEAK HOUR VOLUMES N NOT TO SCALE 7r3030 LBJ FREEWAY SUITE 1660 7972-248-3006 TEXAS75234 Buildout 2024 Traffic Condition Exhibit 10 TBPE FIRM F-450 gee Encmminc Access Point Analyses 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). Speed Threshold Volume(vph) Exceeds Analysis Period Approach Limit (vph) AM [MID] (PM) Threshold? (mph) 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 30 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). Speed Threshold Volume(vph) Exceeds Analysis Period Approach Limit (vph) AM [MID] (PM) Threshold? (mph) 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 31 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 951h 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. 95`h 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 32 Table 5. Control Delay Based Level of Service(LOS)Criteria for Signalized and Unsignalized Intersections. Control Delay (LOS)Level Service (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 33 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 PeakHour Intersection EB WB NB SB AM 80.3 (F) 82.9(F) 38.0(D) 109.5 (F) 61.3 (E) Existing 2023 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) AM 85.8(F) 90.4(F) 38.3 (D) 116.9 (F) 63.1 (E) Background 2024 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) AM 87.7(F) 92.1(F) 38.3 (D) 118.0(F) 67.1 (E) Buildout 2024 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. Z Delay in seconds/vehicle(Level of Service). 3 V/C=Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake,Texas Page 34 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 PeakHour Intersection EB WB NB SB AM -- -- -- 94.2 (F) -- V/C=0.76 Existing 2023 MID -- -- -- 18.5 (C) -- PM -- -- -- 19.3 (C)AM -- 106.8 (F) -- -- -- V/C=0.81 -- Background 2024 MID -- -- -- 19.0(C) -- PM -- -- -- 19.8(C)AM -- 149.0(F) -- -- -- V/C=0.98 -- Buildout 2024 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. Z Delay in seconds/vehicle(Level of Service). s V/C=Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake,Texas Page 35 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 Intersection EB WB NB SB Hour AM -- -- 19.1(C) -- -- Existing 2023 MID -- -- 15.2(C) -- -- PM -- -- 19.1 (C) -- -- AM -- -- 19.5 (C) -- -- Background 2024 MID -- -- 15.4(C) -- -- PM -- -- 19.6(C) -- -- AM -- -- 22.7(C) -- -- Buildout 2024 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). s V/C=Volume to Capacity Ratio. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 36 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. Distance A: K Distance B: ■ / TE.BLOCK 1, Distance C: ■ /' ECROSS] SE PHA II Distance D: ■ ■ ■ ■ ■ ■ ■ / ' (CARNET A.SLIDE p,1O� / ` 25.P.R.T.0 T.) EX.BULDNG ZONING(! / / ® -COP SIGN 5.000 SF ✓ \ y 25"I CA&N OE 2425 P T.CT .PROP• nJQi /aS. 101 / �0 0 r', ��/ ��Pti ♦ ba `(� as M1,o •� , /� � G 6 a� a,ba `t{c ok TA BLOCK 1 ♦� a a "P, CROSSMG E/I PROP.BUILDING 5 G� SWALK (CASWE A SLIDE ZONING C-3 ' .�S 1614. .1.C.1. 4000 SF(INCLUDING 2500 SF PATIO) a d oa X \ M166 lb a5-/ % i Figure 3. Available Queuing Space for Proposed Site Plan. Traffic Impact Analysis for Birdcall Restaurant in Southlake,Texas Page 37 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 (a) (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 (a)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: 1 Average Time in System = Since the Average Time in System and Peak Hour Arrival Rate (A) 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. 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, X (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, N (veh/hr) 60 42 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: k+1 Probability of More Than "k" Units in the System µ For this study, "k" represents storage capacity. Table 11 contains values for"k" associated with the proposed development. Traffic Impact Analysis for Birdcall Restaurant in Southlake,Texas Page 38 Table 11. Storage Capacities for Proposed Development. Vehicle Storage Area Value for"k" kup Window to Order Location(veh) 9 Location to End of the Order Lane(veh) 3 Order Location to Access 1 (veh) 12 Jer Location to Southlake Blvd (veh) 21 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. 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% 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 39 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 Q 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 40 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 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. 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 41 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 42 Recommendations Buildout 2024 No mitigations proposed. Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 43 Appendix A - Site Plan Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 44 P R E L I M I N A R Y LEGEND FOR REVIEW ONLY THESE DOCUMENTS ARE FOR 25x CABINET AA SLosE2EASEMENT i i DESIGN REVIEW ONLY AND PITIT t �ip'FS I 1 FIRE—STRIPING—sialPlNc "'�""` PURPOSES ONOT FF CONSTRUCTION, el. sa BUILDING LINEsip E 1 I ACCESSIDED FOR THE BLE aoUTE. ............ BIDDING OR PERMIT.THEY UlE CABIN .SO P PROPERTY BOUNOAav� AWb,��G �1a I IPARKING COUNT10 WERE PREPARED BY,OR UNDER THE SUPERVISION OF: SHEA O.KIRKMAN Qw 1 1 E.I. . 5,z L/�g�o91 / �/ � Lore,eLocKt I I BAT.a. n 023 �V ^1�` / � SOUTHLPA�KESEROSSING 1 I t V� Q•Q� � (LABINETA,SLIOE 24IS �� I I 1 � �oo 25 E T �J-nJ g�E / '�• CADINFLA SLJD� / / / `'•° I 2425 PRT­ 101 / SITE PLAN DATA TABLE PART OF TRACT 3 40 PERIMETER,ACCESS DEBIE, PROPOSE-ONING C 3 / VOLUME 1690 voDOME 1.93,PAGE 4.D RTC r. TOTAL NUMBER OF PROPOSED LOTS D / ) �' (cL II EA(SET,(ACRES) 4809 COLE AVE#33 0 H slry rvHASE11 � o DAzLaTs5205 " 1 asB PHASE i e /c ••/////'e`2P�y/opa BUILDING z TCT) .I 11I�➢s II II m0.9T5.ABI NT c N 4zs AREA OF OPEN SPACE(sF)s�-3 PERCENTAGE O OPEN SPACE BUILDING PRTCT (%) P .s N IN o REQUIRED PARRING 2S OUR ENT zo sF p LE24zs PROVIDED PARKING STORY) Yw Y T / PSIDL® iBI z U U // _ AOOTION O 85 TCD mTOTAL .0 LQL N'A SIT 2 PRTG TOTAL BUILDING AREA(SE) ,,OL U w o2S Ln Z nol GE(�I,FLOOR AREA PA LL a tia �a EVELOPMENT O v / E a /� a e I v I Q Ln Q 25 eTASLIDE16^14 / /' m I s 4zs ra.BLocK, \ aa' I I\ F� 1 _c H H 10 g- :ear I PROP Rio�� U 5 S CROSSINGAP ASE Il ING C3 G PROP E ALK 85' C (g6eNE.rc.i)E 25803FPAno)G p CF W PRQPPAU 01 ' - A EX BUILDING \ / •sa ' a I LOsouTHBLLAOCicE 1. •' / �` 1 I (TRACT))41'PE IER CROSSING / ACCESSDRIVE AFN1E8NT R5 ME PAG4 HA.1 / \ I VOLUME 14393 PAGE 448 (CABIN ETA, 1S, PR Ec.rl 2 UTILITY SOUTH LAKE CROSLOT 5. SING CI PHASE II 1 I GA 425 ,�.•i' SOUTH SHOE 242EX BUILD,5,PRTCT.) EASEMENTJ / _ ')jLT ,' ° - I I 1 71,301 BE _-ABINETA.SLIDE 2425 PRTCT 10, .001 GRAPHIC SCALE O s // /' SII I SCALE:1"=60' / raAcra �•• ?. _ / / �RACT 3)4v PERIMETER ACCESS DRIVE EASEMENT SITE PLAN LOTZR,BLOCK I, 1' ' / UME 7 4 as4 PAGE, E N G I N E E R I N G 2 SOUTH— ,/ / 1 VOLUME 1-3,PAGE 448 CITY PROJECT NO.SPXX-)O XX AR�Tc zo SOUTHLAKE MARKETPLACE d SE, t E ACRES KIRKMAN ENGINEERING,LLC SLIDE-1,, :/�, / ,/ / 15 52003TATE HIGHWAY 76034 SLRT CT3, �, / V' ' S I LOT 58T aLocKt COLLEWILLE,TX r6034 CITY DFSOLTTIBFFAKE TAR P.ft.TLT) .•\ , // CA s a25 I ALNSTNMLANOTTRE30D5AB TEXAS FIRM N0.158T4 • a5•uTIUTY EASEMENT BIrvET A, uDE2 , (INST.NO 20,9Bz,5B188oeBTB) /' Pa.B1_T -� T NT JOB NUMBER: SHP22002 •, ET L)j 24zs I 42 5 PREPARATION DATE xxxx xxlo: • PRT CT. C cAAGETA, LIDEz tB1. / ,/• I PRa'r ISSUE DATE: 1/5/2023 �`---- ------- J oWxERIaPPLIcaxT LalloScaPE aRc- •` (PER ZONING. PV_OFARDEBN CAPEADDRES CONCEPT PLAN CONTACT BDDKwHEELER CONTACT LAARCHINENURIA ENGINEER DA ET c E 242EAs5 MENT IF ITT1UATFAS' 4 oRAGT3g4B'PERIMETERACCESSDRIVEEABEMENT VOLUME PACE VOLUME,43s3,PAGEABU Appendix B - Scoping Email Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 46 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 1 � Yr M y R o coed 6 d T k ` d an o triaavis o [B • vaPr Da Yri Boui F rd and Second Driveway, fr0rr� . rt Y - y i • ' ' • 44 JL C 01 AP r #= I WML �.�. f ram' • # May.. 101 iaaE. +, ► - - 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@citvofsouthlake.com> Cc:Jody Short<Ishort@lee-eng.com> Subject: Southlake Marketplace Commercial TIA [Filed 16 Jan 2023 16:05] 3 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 rLaC eminamne 4 Appendix C - Turning Movement Count Data Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 51 SOUTHLAKE BLVD @ RANDOL_MILL-TMC Thu Feb 16, 2023 GRAM Traffic Full Length(6:30 AM-8:30 AM,4:30 PM-6:30 PM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1039820,Location: 32.937605,-97.18582 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 App L T R U App L T R U App L T R U App Int 2023-02-16 6:30AM 18 291 20 0 329 19 59 15 1 94 21 79 73 1 174 28 41 2 0 71 668 6:45AM 25 400 27 3 455 21 59 14 0 94 19 97 89 2 207 27 52 6 3 88 844 Hourly Total 43 691 47 3 784 40 118 29 1 188 40 176 162 3 381 55 93 8 3 159 1512 7:OOAM 28 390 38 1 457 38 64 11 1 114 17 114 122 2 255 41 83 13 0 137 963 7:15AM 31 486 42 3 562 45 69 19 1 134 23 135 125 0 283 57 95 18 0 170 1149 7:30AM 34 400 27 0 461 40 110 26 0 176 31 208 160 2 401 82 118 22 1 223 1261 7:45AM 46 358 40 0 444 55 128 30 0 213 34 191 151 7 383 90 100 21 1 212 1252 Hourly Total 139 1634 147 4 1924 178 371 86 2 637 105 648 558 11 1322 270 396 74 2 742 4625 8:OOAM 48 397 46 4 495 69 123 32 0 224 58 152 113 1 324 48 75 14 0 137 1180 8:15AM 35 354 36 0 425 66 127 28 0 221 54 144 113 2 313 51 82 22 1 156 1115 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 83 751 82 4 920 135 250 60 0 445 112 296 226 3 637 99 157 36 1 293 2295 4:30PM 41 220 51 5 317 119 363 58 0 540 65 104 83 15 267 57 207 56 0 320 1444 4:45PM 38 236 42 5 321 105 380 50 0 535 65 104 81 10 260 82 194 46 0 322 1438 Hourly Total 79 456 93 10 638 224 743 108 0 1075 130 208 164 25 527 139 401 102 0 642 2882 S:OOPM 40 224 56 6 326 128 337 51 0 516 60 138 90 5 293 55 237 55 1 348 1483 5:15PM 36 235 49 4 324 134 377 42 0 553 63 153 107 14 337 49 218 59 0 326 1540 5:30PM 35 234 41 4 314 98 353 61 1 513 56 126 101 15 298 50 159 52 0 261 1386 5:45PM 36 248 47 13 344 86 368 41 2 497 71 119 97 11 298 47 180 51 1 279 1418 Hourly Total 147 941 193 27 1308 446 1435 195 3 2079 250 536 395 45 1226 201 794 217 2 1214 5827 6:OOPM 25 247 51 8 331 108 380 63 0 551 50 116 82 12 260 60 138 37 3 238 1380 6:15PM 26 220 43 7 296 102 360 56 2 520 47 115 92 13 267 70 157 46 4 277 1360 Hourly Total 51 467 94 15 627 210 740 119 2 1071 97 231 174 25 527 130 295 83 7 515 2740 Total 542 4940 656 63 6201 1233 3657 597 8 5495 734 2095 1679 112 4620 894 2136 520 15 3565 19881 %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 2.7%24.8% 3.3% 0.3%31.2% 6.2%18.4% 3.0% 0%27.6% 3.7%10.5% 8.4% 0.6%23.2% 4.5%10.7% 2.6% 0.1%17.9% - Lights 539 4910 647 63 6159 1224 3617 589 8 5438 720 2063 1659 111 4553 887 2107 514 15 3523 19673 %Lights 99.4%99.4%98.6%100%99.3% 99.3%98.9%98.7%100%99.0% 98.1%98.5%98.8%99.1%98.5% 99.2%98.6%98.8%100%98.8% 99.0% Articulated Trucks 1 8 0 0 9 2 12 1 0 15 3 8 4 0 15 1 3 0 0 4 43 %Articulated Trucks 0.2% 0.2% 0% 0% 0.1% 0.2% 0.3% 0.2% 0% 0.3% 0.4% 0.4% 0.2% 0% 0.3% 0.1% 0.1% 0% 0% 0.1% 0.2% Buses and Single-Unit Trucks 2 22 9 0 33 7 28 7 0 42 11 24 16 1 52 6 26 6 0 38 165 %Buses and Single- Unit Trucks 1 0.4% 0.4% 1.4% 0% 0.5% 0.6% 0.8% 1.2% 0% 0.8% 1.5% 1.1% 1.0% 0.9% 1.1% 0.7% 1.2% 1.2% 0% 1.1% 0.8% *L:Left,R:Right,T:Thru,U:U-Turn SOUTHLAKE BLVD @ RANDOL_MILL-TMC Thu Mar 23, 2023 GRAM Traffic Full Length(11:30 AM-1:30 PM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1049337,Location: 32.937605,-97.18582 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 App L T R U App L T R U App L T R U App Int 2023-03-2311:30AM 69 172 38 2 281 43 209 64 5 321 56 58 33 2 149 51 73 84 4 212 963 11:45AM 72 143 36 6 257 45 186 53 10 294 35 90 38 2 165 64 87 83 10 244 960 Hourly Total 141 315 74 8 538 88 395 117 15 615 91 148 71 4 314 115 160 167 14 456 1923 12:OOPM 79 182 37 7 305 38 171 63 8 280 43 94 38 4 179 56 72 94 7 229 993 12:15PM 91 175 35 4 305 50 176 40 14 280 45 87 28 4 164 52 102 92 8 254 1003 12:30PM 81 197 38 1 317 36 210 38 9 293 43 107 41 0 191 54 90 67 10 221 1022 12:45PM 93 169 35 7 304 38 188 52 9 287 40 89 37 2 168 70 101 114 6 291 1050 Hourly Total 344 723 145 19 1231 162 745 193 40 1140 171 377 144 10 702 232 365 367 31 995 4068 1:OOPM 98 262 52 6 418 51 198 51 16 316 49 92 41 4 186 67 83 82 6 238 1158 1:15PM 104 280 51 3 438 26 200 35 8 269 43 93 39 1 176 53 89 87 14 243 1126 Hourly Total 202 542 103 9 856 77 398 86 24 585 92 185 80 5 362 120 172 169 20 481 2284 Total 687 1580 322 36 2625 327 1538 396 79 2340 354 710 295 19 1378 467 697 703 65 1932 8275 %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 8.3%19.1% 3.9% 0.4%31.7% 4.0%18.6% 4.8% 1.0%28.3% 4.3% 8.6% 3.6% 0.2%16.7% 5.6% 8.4% 8.5% 0.8%23.3% - Lights 678 1548 314 36 2576 315 1504 386 79 2284 351 690 286 19 1346 457 678 684 65 1884 8090 %Lights 98.7%98.0%97.5%100%98.1% 96.3%97.8%97.5%100%97.6% 99.2%97.2%96.9%100%97.7% 97.9%97.3%97.3%100%97.5% 97.8% Articulated Trucks 2 8 2 0 12 2 9 1 0 12 0 4 4 0 8 1 5 5 0 11 43 %Articulated Trucks 0.3% 0.5% 0.6% 0% 0.5% 0.6% 0.6% 0.3% 0% 0.5% 0% 0.6% 1.4% 0% 0.6% 0.2% 0.7% 0.7% 0% 0.6% 0.5% Buses and Single-Unit Trucks 7 24 6 0 37 10 25 9 0 44 3 16 5 0 24 9 14 14 0 37 142 %Buses and Single- Unit Trucks 1.0% 1.5% 1.9% 0% 1.4% 3.1% 1.6% 2.3% 0% 1.9% 0.8% 2.3% 1.7% 0% 1.7% 1.9% 2.0% 2.0% 0% 1.9% 1.7% *L:Left,R:Right,T:Thru,U:U-Turn SOUTHLAKE BLVD @ RANDOL_MILL-TMC Thu Feb 16, 2023 GRAM Traffic AM Peak(7:15 AM-8:15 AM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1039820,Location: 32.937605, -97.18582 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 App L T R U App L T R U App L T R U App lot 2023-02-16 7:15AM 31 486 42 3 562 45 69 19 1 134 23 135 125 0 283 57 95 18 0 170 1149 7:30AM 34 400 27 0 461 40 110 26 0 176 31 208 160 2 401 82 118 22 1 223 1261 7:45AM 46 358 40 0 444 55 128 30 0 213 34 191 151 7 383 90 100 21 1 212 1252 8:OOAM 48 397 46 4 495 69 123 32 0 224 58 152 113 1 324 48 75 14 0 137 1180 W 159 1641 - . 1962 - 00 . 1747 146 - - j[O 1391 - - ' . a 4842 %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 3.3%33.9% 3.2% 0.1%40.5% 4.3% 8.9% 2.2% 0%15.4% 3.0%14.2%11.3% 0.2%28.7% 5.7% 8.0% 1.5% 0%15.3% - PHF 0.828 0.844 0.842 0.438 0.873 0.757 0.840 0.836 0.250 0.834 0.629 0.825 0.858 0.357 0.867 0.769 0.822 0.852 0.500 0.832 0.960 Lights 157 1633 151 7 1948 207 416 105 1 729 142 673 537 9 1361 273 383 72 2 730 4768 %Lights 98.7%99.5%97.4%100%99.3% 99.0%96.7%98.1%100%97.6% 97.3%98.1%97.8%90.0%97.8% 98.6%98.7%96.0%100%98.4% 98.5% Articulated Trucks 1 3 0 0 4 0 1 0 0 1 2 5 2 0 9 1 1 0 0 2 16 %Articulated Trucks 0.6% 0.2% 0% 0% 0.2% 0% 0.2% 0% 0% 0.1% 1.4% 0.7% 0.4% 0% 0.6% 0.4% 0.3% 0% 0% 0.3% 0.3% Buses and Single-Unit Trucks 1 5 4 0 10 2 13 2 0 17 2 8 10 1 21 3 4 3 0 10 58 %Buses and Single- Unit Trucks 1 0.6% 0.3% 2.6% 0% 0.5% 1.0% 3.0% 1.9% 0% 2.3% 1.4% 1.2% 1.8% 10.0% 1.5% 1.1% 1.0% 4.0% 0% 1.3% 1.2% *L:Left,R:Right,T:Thru,U:U-Turn SOUTHLA TO M"23, 2023 VD @ RANDOL_MILL-TMC GRAM Traffic Midday Peak(12:30 PM- 1:30 PM)-Overall Peak Hour NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1049337,Location: 32.937605, -97.18582 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 App L T R U App L T R U App L T R U App lot 2023-03-2312:30PM 81 197 38 1 317 36 210 38 9 293 43 107 41 0 191 54 90 67 10 221 1022 12:45PM 93 169 35 7 304 38 188 52 9 287 40 89 37 2 168 70 101 114 6 291 1050 1:OOPM 98 262 52 6 418 51 198 51 16 316 49 92 41 4 186 67 83 82 6 238 1158 1:15PM 104 280 51 3 438 26 200 35 8 269 43 93 39 1 176 53 89 87 14 243 1126 Total - - - 07 1477 151 - - 142 1165 175 an . a - 363 350 - 993 4356 %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 8.6%20.8% 4.0% 0.4%33.9% 3.5%18.3% 4.0% 1.0%26.7% 4.0% 8.7% 3.6% 0.2%16.6% 5.6% 8.3% 8.0% 0.8%22.8% - PHF 0.904 0.811 0.846 0.607 0.843 0.740 0.948 0.846 0.656 0.922 0.893 0.890 0.963 0.438 0.944 0.871 0.899 0.768 0.643 0.853 0.940 Lights 370 895 174 17 1456 145 774 172 42 1133 174 376 156 7 713 238 355 342 36 971 4273 %Lights 98.4%98.6%98.9%100%98.6% 96.0%97.2%97.7%100%97.3% 99.4%98.7%98.7%100%98.9% 97.5%97.8%97.7%100%97.8% 98.1% Articulated Trucks 1 4 0 0 5 1 4 1 0 6 0 0 1 0 1 1 3 1 0 5 17 %Articulated Trucks 0.3% 0.4% 0% 0% 0.3% 0.7% 0.5% 0.6% 0% 0.5% 0% 0% 0.6% 0% 0.1% 0.4% 0.8% 0.3% 0% 0.5% 0.4% Buses and Single-Unit Trucks 1 5 9 2 0 16 5 18 3 0 26 1 5 1 0 7 5 5 7 0 17 66 %Buses and Single Unit Trucks 1 1.3% 1.0% 1.1% 0% 1.1% 3.3% 2.3% 1.7% 0% 2.2% 0.6% 1.3% 0.6% 0% 1.0% 2.0% 1.4% 2.0% 0% 1.7% 1.5% *L:Left,R:Right,T:Thru,U:U-Turn SOUTHLAKE BLVD @ RANDOL_MILL-TMC Thu Feb 16, 2023 GRAM Traffic PM Peak(4:30 PM- 5:30 PM)-Overall Peak Hour NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1039820,Location: 32.937605, -97.18582 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 App L T R U App L T R U App L T R U App Int 2023-02-16 4:30PM 41 220 51 5 317 119 363 58 0 540 65 104 83 15 267 57 207 56 0 320 1444 4:45PM 38 236 42 5 321 105 380 50 0 535 65 104 81 10 260 82 194 46 0 322 1438 S:OOPM 40 224 56 6 326 128 337 51 0 516 60 138 90 5 293 55 237 55 1 348 1483 5:15PM 36 235 49 4 324 134 377 42 0 553 63 153 107 14 337 49 218 59 0 326 1540 Total 155 915 §p 486 1457 - 0 2144 253 0 - 856 216 5905 %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 2.6%15.5% 3.4% 0.3%21.8% 8.2%24.7% 3.4%0%36.3% 4.3% 8.5% 6.1% 0.7%19.6% 4.1%14.5% 3.7% 0%22.3% PHF 0.945 0.969 0.884 0.833 0.988 0.907 0.959 0.866 - 0.969 0.973 0.815 0.843 0.733 0.858 0.741 0.903 0.915 0.250 0.945 _ Lights 155 908 197 20 1280 484 1448 201 0 2133 250 495 359 44 1148 243 844 214 1 1302 5863 %Lights 100%99.2%99.5%100%99.4% 99.6%99.4%100%0%99.5% 98.8%99.2%99.4%100%99.2% 100%98.6%99.1%100%98.9% 99.3% Articulated Trucks 0 3 0 0 3 0 3 0 0 3 1 1 0 0 2 0 1 0 0 1 9 %Articulated Trucks 0% 0.3% 0% 0% 0.2% 0% 0.2% 0%0% 0.1% 0.4% 0.2% 0% 0% 0.2% 0% 0.1% 0% 0% 0.1% 0.2% Buses and Single-Unit Trucks 1 0 4 1 0 5 2 6 0 0 8 2 3 2 0 7 0 11 2 0 13 33 %Buses and Single-Unit Trucks 1 0% 0.4% 0.5% 0% 0.4% 0.4% 0.4% 0%0% 0.4% 0.8% 0.6% 0.6% 0% 0.6% 0% 1.3% 0.9% 0% 1.0% 0.6% *L:Left,R:Right,T:Thru,U:U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W-TMC GRAM Traffic Thu Feb 16,2023 Full Length(6:30 AM-8:30 AM,4:30 PM-6:30 PM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) Provided by: GRAM Traffic NTX Inc. All Movements 1120 W.Lovers Lane,Arlington,TX, 76013,US ID: 1039824,Location: 32.938522,-97.184187 Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2023-02-16 6:30AM 0 405 0 0 405 0 109 1 0 110 0 0 11 0 11 0 0 0 0 0 526 6:45AM 0 519 0 0 519 0 85 0 0 85 0 0 11 0 11 0 0 0 0 0 615 Hourly Total 0 924 0 0 924 0 194 1 0 195 0 0 22 0 22 0 0 0 0 0 1141 7:OOAM 0 520 0 0 520 0 124 0 0 124 0 0 16 0 16 0 0 1 0 1 661 7:15AM 0 712 1 0 713 0 154 0 0 154 0 0 19 0 19 0 0 1 0 1 887 7:30AM 0 653 4 0 657 0 177 0 0 177 0 0 27 0 27 0 0 0 0 0 861 7:45AM 0 586 5 0 591 0 204 0 0 204 0 0 25 0 25 0 0 1 0 1 821 Hourly Total 0 2471 10 0 2481 0 659 0 0 659 0 0 87 0 87 0 0 3 0 3 3230 8:OOAM 0 548 3 0 551 0 224 1 0 225 0 0 17 0 17 0 0 0 0 0 793 8:15AM 0 531 3 0 534 0 197 0 0 197 0 0 23 0 23 0 0 1 0 1 755 8:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1079 6 0 1085 0 421 1 0 422 0 0 40 0 40 0 0 1 0 1 1548 4:30PM 0 344 4 0 348 0 537 5 0 542 0 0 16 0 16 0 0 0 0 0 906 4:45PM 0 387 4 0 391 0 539 3 0 542 0 0 6 0 6 0 0 2 0 2 941 Hourly Total 0 731 8 0 739 0 1076 8 0 1084 0 0 22 0 22 0 0 2 0 2 1847 S:OOPM 0 360 2 0 362 0 552 1 0 553 0 0 12 0 12 0 0 0 0 0 927 5:15PM 0 380 3 0 383 0 506 1 0 507 0 0 10 0 10 0 0 0 0 0 900 5:30PM 0 382 5 0 387 0 274 4 0 278 0 0 13 0 13 0 0 0 0 0 678 5:45PM 0 382 5 0 387 0 256 2 0 258 0 0 5 0 5 0 0 0 0 0 650 Hourly Total 0 1504 15 0 1519 0 1588 8 0 1596 0 0 40 0 40 0 0 0 0 0 3155 6:OOPM 0 353 5 0 358 0 298 2 0 300 0 0 8 0 8 0 0 0 0 0 666 6:15PM 0 377 4 0 381 0 280 3 0 283 0 0 9 0 9 0 0 0 0 0 673 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 730 9 0 739 0 578 5 0 583 0 0 17 0 17 0 0 0 0 0 1339 Total 0 7439 48 0 7487 0 4516 23 0 4539 0 0 228 0 228 0 0 6 0 6 12260 %Approach 0% 99.4% 0.6% 0% - 0% 99.5% 0.5% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 60.7% 0.4% 0% 61.1% 0% 36.8% 0.2% 0% 37.0% 0% 0% 1.9% 0% 1.9% 0% 0% 0% 0% 0% - Lights 0 7377 48 0 7425 0 4459 23 0 4482 0 0 228 0 228 0 0 5 0 5 12140 %Lights 0% 99.2% 100% 0% 99.2% 0% 98.7% 100% 0% 98.7% 0% 0% 100% 0% 100% 0% 0% 83.3% 0% 83.3% 99.0% Articulated Trucks 0 15 0 0 15 0 16 0 0 16 0 0 0 0 0 0 0 0 0 0 31 %Articulated Trucks 0% 0.2% 0% 0% 0.2% 0% 0.4% 0% 0% 0.4% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.3% Buses and Single-Unit Trucks 0 47 0 0 47 0 41 0 0 41 0 0 0 0 0 0 0 1 0 1 89 %Buses and Single-Unit Trucks 0% 0.6% 0% 0% 0.6% 0% 0.9% 0% 0% 0.9% 0% 0% 0% 0% 0% 0% 0% 16.7% 0% 16.7% 0.7% *L:Left,R:Right,T:Thru,U:U-Turn SOUTHLAKE BLVD @ SECOND DWY FROM W-TMC GRAM Traffic Thu Mar 23,2023 Full Length(11:30 AM-1:30 PM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) Provided by: GRAM Traffic NTX Inc. All Movements 1120 W.Lovers Lane,Arlington,TX, 76013,US ID: 1049339,Location: 32.938522,-97.184187 Leg SOUTHLAKE BLVD SOUTHLAKE BLVD SECOND DWY FROM W COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2023-03-2311:30AM 0 357 7 0 364 0 305 1 0 306 0 0 11 0 11 0 0 2 0 2 683 11:45AM 0 338 4 0 342 0 302 2 0 304 0 0 13 0 13 0 0 1 0 1 660 Hourly Total 0 695 11 0 706 0 607 3 0 610 0 0 24 0 24 0 0 3 0 3 1343 12:OOPM 0 340 3 0 343 0 369 1 0 370 0 0 10 0 10 0 0 7 0 7 730 12:15PM 0 338 8 0 346 0 328 1 0 329 0 0 14 0 14 0 0 4 0 4 693 12:30PM 0 321 3 0 324 0 331 1 0 332 0 0 10 0 10 0 0 3 0 3 669 12:45PM 0 354 7 0 361 0 302 0 0 302 0 0 14 0 14 0 0 1 0 1 678 Hourly Total 0 1353 21 0 1374 0 1330 3 0 1333 0 0 48 0 48 0 0 15 0 15 2770 1:OOPM 0 329 4 0 333 0 402 5 0 407 0 0 13 0 13 0 0 2 0 2 755 1:15PM 0 316 6 0 322 0 407 2 0 409 0 0 14 0 14 0 0 0 0 0 745 Hourly Total 0 645 10 0 655 0 809 7 0 816 0 0 27 0 27 0 0 2 0 2 15M Total 0 2693 42 0 2735 0 2746 13 0 2759 0 0 99 0 99 0 0 20 0 20 5613 %Approach 0% 98.5% 1.5% 0% - 0% 99.5% 0.5% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 48.0% 0.7% 0% 48.7% 0% 48.9% 0.2% 0% 49.2% 0% 0% 1.8% 0% 1.8% 0% 0% 0.4% 0% 0.4% - Lights 0 2635 42 0 2677 0 2703 11 0 2714 0 0 99 0 99 0 0 20 0 20 5510 %Lights 0% 97.8% 100% 0% 97.9% 0% 98.4% 84.6% 0% 98.4% 0% 0% 100% 0% 100% 0% 0% 100% 0% 100% 98.2% Articulated Trucks 0 13 0 0 13 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 20 %Articulated Trucks 0% 0.5% 0% 0% 0.5% 0% 0.3% 0% 0% 0.3% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.4% Buses and Single-Unit Trucks 0 45 0 0 45 0 36 2 0 38 0 0 0 0 0 0 0 0 0 0 83 %Buses and Single-Unit Trucks 0% 1.7% 0% 0% 1.6% 0% 1.3% 15.4% 0% 1.4% 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-TMC GRAM Traffic Thu Feb 16,2023 AM Peak(7:15 AM-8:15 AM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) Provided by: GRAM Traffic NTX Inc. All Movements 1120 W.Lovers Lane,Arlington,TX, 76013,US ID: 1039824,Location: 32.938522,-97.184187 Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2023-02-16 7:15AM 0 712 1 0 713 0 154 0 0 154 0 0 19 0 19 0 0 1 0 1 887 7:30AM 0 653 4 0 657 0 177 0 0 177 0 0 27 0 27 0 0 0 0 0 861 7:45AM 0 586 5 0 591 0 204 0 0 204 0 0 25 0 25 0 0 1 0 1 821 8:00AM 0 548 3 0 551 0 224 1 0 225 0 0 17 0 17 0 0 0 0 0 793 . W - . = 0 759 1 0 760 , . - f 188 0 0 2 0 2 3362 %Approach 0% 99.5% 0.5% 0% - 0% 99.9% 0.1% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 74.3% 0.4% 0% 74.7% 0% 22.6% 0% 0% 22.6% 0% 0% 2.6% 0% 2.6% 0% 0% 0.1% 0% 0.1% - PHF - 0.877 0.650 - 0.881 - 0.847 0.250 - 0.844 - - 0.815 - 0.815 - - 0.500 - 0.500 0.94$ Lights 0 2471 13 0 2484 0 739 1 0 740 0 0 88 0 88 0 0 2 0 2 3314 %Lights 0% 98.9% 100% 0% 98.9% 0% 97.4% 100% 0% 97.4% 0% 0% 100% 0% 100% 0% 0% 100% 0% 100% 98.6% Articulated Trucks 0 7 0 0 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8 %Articulated Trucks 0% 0.3% 0% 0% 0.3% 0% 0.1% 0% 0% 0.1% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.2% Buses and Single-Unit Trucks 0 21 0 0 21 0 19 0 0 19 0 0 0 0 0 0 0 0 0 0 40 %Buses and Single-Unit Trucks 0% 0.8% 0% 0% 0.8% 0% 2.5% 0% 0% 2.5% 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-TMC GRAM Traffic Thu Mar 23, 2023 Midday Peak(12:30 PM- 1:30 PM)-Overall Peak Hour NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) Provided by: GRAM Traffic NTX Inc. All Movements 1120 W.Lovers Lane,Arlington,TX, 76013,US ID: 1049339,Location: 32.938522,-97.184187 Leg SOUTHLAKE BLVD SOUTHLAKE BLVD SECOND DWY FROM W COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U App L T R U App L T R U App L T R U App lot 2023-03-2312:30PM 0 321 3 0 324 0 331 1 0 332 0 0 10 0 10 0 0 3 0 3 669 12:45PM 0 354 7 0 361 0 302 0 0 302 0 0 14 0 14 0 0 1 0 1 678 1:OOPM 0 329 4 0 333 0 402 5 0 407 0 0 13 0 13 0 0 2 0 2 755 1:15PM 0 316 6 0 322 0 407 2 0 409 0 0 14 0 14 0 0 0 0 0 745 • 1320 20 0 1442 8 0 1450 0 - . 51 0 0 6 0 6 2847 %Approach 0% 98.5% 1.5% 0% - 0% 99.4% 0.6% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 46.4% 0.7% 0% 47.1% 0% 50.6% 0.3% 0% 50.9% 0% 0% 1.8% 0% 1.8% 0% 0% 0.2% 0% 0.2% - PHF - 0.932 0.714 - 0.928 - 0.886 0.400 - 0.886 - - 0.911 - 0.911 - - 0.500 - 0.5W 0.943 Lights 0 1292 20 0 1312 0 1421 6 0 1427 0 0 51 0 51 0 0 6 0 6 2796 %Lights 0% 97.9% 100% 0% 97.9% 0% 98.5% 75.0% 0% 98.4% 0% 01 100% 0% 100% 0% 0% 100% 0% 100% 98.2% Articulated Trucks 0 3 0 0 3 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 6 %Articulated Trucks 0% 0.2% 0% 0% 0.2% 0% 0.2% 0% 0% 0.2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.2% Buses and Single-Unit Trucks 0 25 0 0 25 0 18 2 0 20 0 0 0 0 0 0 0 0 0 0 45 %Buses and Single-Unit Trucks 0% 1.9% 0% 0% 1.9% 0% 1.2% 25.0% 0% 1.4% 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-TMC GRAM Traffic Thu Feb 16,2023 PM Peak(4:30 PM-5:30 PM)-Overall Peak Hour NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) Provided by: GRAM Traffic NTX Inc. All Movements 1120 W.Lovers Lane,Arlington,TX, 76013,US ID: 1039824,Location: 32.938522,-97.184187 Leg SOUTHLAKE BLVD SOUTHLAKE BLVD COMMERCIAL DWY COMMERCIAL DWY Direction Eastbound Westbound Northbound Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2023-02-16 4:30PM 0 344 4 0 348 0 537 5 0 542 0 0 16 0 16 0 0 0 0 0 906 4:45PM 0 387 4 0 391 0 539 3 0 542 0 0 6 0 6 0 0 2 0 2 941 S:OOPM 0 360 2 0 362 0 552 1 0 553 0 0 12 0 12 0 0 0 0 0 927 5:15PM 0 380 3 0 383 0 506 1 0 507 0 0 10 0 10 0 0 0 0 0 900 MR . _ f3 0 1484 0 2134 10 0 2144 9 f - @ 44 0 0 2 0 2 3674 %Approach 0% 99.1% 0.9% 0% - 0% 99.5% 0.5% 0% - 0% 0% 100% 0% - 0% 0% 100% 0% - - %Total 0% 40.0% 0.4% 0% 40.4% 0% 58.1% 0.3% 0% 58.4% 0% 0% 1.2% 0% 1.2% 0% 0% 0.1% 0% 0.1% - PHF - 0.950 0.813 - 0.949 - 0.966 0.500 - 0.969 - - 0.688 - 0.688 - - 0.250 - 0.250 0.974 Lights 0 1463 13 0 1476 0 2120 10 0 2130 0 0 44 0 44 0 0 2 0 2 3652 %Lights 0% 99.5% 100% 0%M 0% 99.3% 100% 0% 99.3% 0% 0% 100% 0% 100% 0% 0% 100% 0% 100% 99.4% Articulated Trucks 0 4 0 0 4 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 8 %Articulated Trucks 0% 0.3% 0% 0% 0.3% 0% 0.2% 0% 0% 0.2% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.2% Buses and Single-Unit Trucks 0 4 0 0 4 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 14 %Buses and Single-Unit Trucks 0% 0.3% 0% 0% 0.3% 0% 0.5% 0% 0% 0.5% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.4% *L:Left,R:Right,T:Thru,U:U-Turn RANDb 16, M23L @ SECOND DWY FROM N-TMC 1 GRAM Traffic Full Length(6:30 AM-8:30 AM,4:30 PM-6:30 PM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1039821,Location: 32.936627,-97.185676 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 App L T R U App L T R U App L T R U App Int 2023-02-16 6:30AM 0 0 0 0 0 0 0 2 0 2 0 187 5 0 192 0 0 0 0 0 194 6:45AM 0 0 0 0 0 0 0 1 0 1 0 210 7 0 217 0 0 0 0 0 218 Hourly Total 0 0 0 0 0 0 0 3 0 3 0 397 12 0 409 0 0 0 0 0 412 7:OOAM 0 0 0 0 0 0 0 4 0 4 0 247 5 0 252 0 0 0 0 0 256 7:15AM 0 0 0 0 0 0 0 3 0 3 0 309 8 0 317 0 0 0 0 0 320 7:30AM 0 0 0 0 0 0 0 3 0 3 0 390 7 0 397 0 0 0 0 0 400 7:45AM 0 0 0 0 0 0 0 4 0 4 0 339 4 0 343 0 0 0 0 0 347 Hourly Total 0 0 0 0 0 0 0 14 0 14 0 1285 24 0 1309 0 0 0 0 0 1323 8:OOAM 0 0 0 0 0 0 0 3 0 3 0 311 10 0 321 0 0 0 0 0 324 8:15AM 0 0 0 0 0 0 0 6 0 6 0 319 8 0 327 0 0 0 0 0 333 Hourly Total 0 0 0 0 0 0 0 9 0 9 0 630 18 0 648 0 0 0 0 0 657 4:30PM 0 0 0 0 0 0 0 19 0 19 0 243 18 0 261 0 0 0 0 0 280 4:45PM 0 0 0 0 0 0 0 16 0 16 0 277 8 0 285 0 0 0 0 0 301 Hourly Total 0 0 0 0 0 0 0 35 0 35 0 520 26 0 546 0 0 0 0 0 581 S:OOPM 0 0 0 0 0 0 0 19 0 19 0 277 13 0 290 0 0 0 0 0 309 5:15PM 0 0 0 0 0 0 0 22 0 22 0 311 17 0 328 0 0 0 0 0 350 5:30PM 0 0 0 1 1 0 0 27 0 27 0 275 7 0 282 0 0 0 0 0 310 5:45PM 0 0 0 0 0 0 0 18 0 18 0 251 14 0 265 0 0 0 0 0 283 Hourly Total 0 0 0 1 1 0 0 86 0 86 0 1114 51 0 1165 0 0 0 0 0 1252 6:OOPM 0 0 0 0 0 0 0 27 0 27 0 244 10 0 254 0 0 0 0 0 281 6:15PM 0 0 0 0 0 0 0 20 0 20 0 236 8 0 244 0 0 0 0 0 264 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 47 0 47 0 480 18 0 498 0 0 0 0 0 545 Total 0 0 0 1 1 0 0 194 0 194 0 4426 149 0 4575 0 0 0 0 0 4770 %Approach 0% 0% 0% 100% - 0% 0% 100% 0% - 0% 96.7% 3.3% 0% - 0% 0% 0% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 4.1% 0% 4.1% 0% 92.8% 3.1% 0% 95.9% 0% 0% 0% 0% 0% - Lights 0 0 0 1 1 0 0 193 0 193 0 4357 149 0 45W 0 0 0 0 0 4700 %Lights 0% 0% 0% 100% 100% 0% 0% 99.5% 0% 99.5% 0% 98.4% 100% 0% 98.5% 0% 0% 0% 0% - 98.5% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 13 %Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.3% 0% 0% 0.3% 0% 0% 0% 0% - 0.3% Buses and Single-Unit Trucks 0 0 0 0 0 0 0 1 0 1 0 56 0 0 56 0 0 0 0 0 57 %Buses and Single-Unit Trucks 0% 0% 0% 0% 0% 0% 0% 0.5% 0% 0.5% 0% 1.3% 0% 0% 1.2% 0% 0% 0% 0% - 1.2% *L:Left,R: Right,T:Thru,U:U-Turn Thu DO Mar 23 20 3 @ SECOND DWY FROM N-TMC GRAM Traffic Full Length(11:30 AM-1:30 PM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1049338,Location: 32.936627,-97.185676 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 App L T R U App L T R U App L T R U App Int 2023-03-2311:30AM 0 0 0 0 0 0 0 21 0 21 0 221 10 0 231 0 198 4 0 202 454 11:45AM 0 0 0 0 0 0 0 11 0 11 0 219 12 0 231 0 248 8 0 256 498 Hourly Total 0 0 0 0 0 0 0 32 0 32 0 440 22 0 462 0 446 12 0 458 952 12:OOPM 0 0 0 0 0 0 0 13 0 13 0 231 6 0 237 0 237 6 0 243 493 12:15PM 0 0 0 0 0 0 0 20 0 20 0 232 10 0 242 0 239 7 0 246 508 12:30PM 0 0 0 0 0 0 0 12 0 12 0 220 2 0 777 0 224 8 0 232 466 12:45PM 0 0 0 0 0 0 0 16 0 16 0 275 12 0 287 0 219 5 0 224 527 Hourly Total 0 0 0 0 0 0 0 61 0 61 0 958 30 0 988 0 919 26 0 945 1994 1:OOPM 0 0 0 0 0 0 0 18 0 18 0 214 13 0 227 0 235 4 0 239 484 1:15PM 0 0 0 0 0 0 0 22 0 22 0 238 12 0 250 0 246 13 0 259 531 1:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 40 0 40 0 452 25 0 477 0 481 17 0 498 1015 Total 0 0 0 0 0 0 0 133 0 133 0 1850 77 0 1927 0 1846 55 0 1901 3961 %Approach 0% 0% 0% 0% - 0% 0% 100% 0% - 0% 96.0% 4.0% 0% - 0% 97.1% 2.9% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 3.4% 0% 3.4% 0% 46.7% 1.9% 0% 48.6% 0% 46.6% 1.4% 0% 48.0% - Lights 0 0 0 0 0 0 0 133 0 133 0 1803 76 0 1879 0 1817 55 0 1872 3884 %Lights 0% 0% 0% 0% - 0% 0% 100% 0% 100% 0% 97.5% 98.7% 0% 97.5% 0% 98.4% 100% 0% 98.5% 98.1% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 0 6 0 0 6 18 %Articulated Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0.6% 0% 0% 0.6% 0% 0.3% 0% 0% 0.3% 0.5% Buses and Single-Unit Trucks 0 0 0 0 0 0 0 0 0 0 0 35 1 0 36 0 23 0 0 23 59 %Buses and Single-Unit Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 1.9% 1.3% 0% 1.9% 0% 1.2% 0% 0% 1.2% 1.5% *L:Left,R:Right,T:Thru,U:U-Turn RANDb 16, M3L @ SECOND DWY FROM N-TMC u GRAM Traffic AM Peak(7:30 AM-8:30 AM)-Overall Peak Hour NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1039821,Location: 32.936627, -97.185676 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 App L T R U App L T R U App L T R U App Int 2023-02-16 7:30AM 0 0 0 0 0 0 0 3 0 3 0 390 7 0 397 0 0 0 0 0 400 7:45AM 0 0 0 0 0 0 0 4 0 4 0 339 4 0 343 0 0 0 0 0 347 8:OOAM 0 0 0 0 0 0 0 3 0 3 0 311 10 0 321 0 0 0 0 0 324 8:15AM 0 0 0 0 0 0 0 6 0 6 0 319 8 0 327 0 0 0 0 0 333 0 0 0 0 0 0 • a a V _ a = 0 0 0 0 0 1404 %Approach 0% 0% 0% 0% - 0% 0% 100% 0% - 0% 97.9% 2.1% 0% - 0% 0% 0% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 1.1% 0% 1.1% 0% 96.8% 2.1% 0% 98.9% 0% 0% 0% 0% 0% - PHF - - - - - - - 0.667 - 0.667 - 0.871 0.725 - 0.874 - - - - - 0.878 Lights 0 0 0 0 0 0 0 15 0 15 0 1327 29 0 1356 0 0 0 0 0 1371 %Lights 0% 0% 0% 0% - 0% 0% 93.8% 0%1 t3.8% 0% t7.6% 100% 0°/a = 0% 0% 0% 0% - 97.6% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 5 %Articulated Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0.4% 0% 0% 0.4% 0% 0% 0% 0% - 0.4% Buses and Single-Unit Trucks 0 0 0 0 0 0 0 1 0 1 0 27 0 0 27 0 0 0 0 0 28 %Buses and Single-Unit Trucks 0% 0% 0% 0% - 0% 0% 6.3% 0% 6.3% 0% 2.0% 0% 0% 1.9% 0% 0% 0% 0% - 2.0% *L:Left,R:Right,T:Thru,U:U-Turn Thu RANDOL Mar 23 20 3 @ SECOND DWY FROM N-TMC GRAM Traffic Midday Peak(12:30 PM- 1:30 PM)-Overall Peak Hour NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1049338,Location: 32.936627, -97.185676 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 App L T R U App L T R U App L T R U App Int 2023-03-2312:30PM 0 0 0 0 0 0 0 12 0 12 0 220 2 0 222 0 224 8 0 232 466 12:45PM 0 0 0 0 0 0 0 16 0 16 0 275 12 0 287 0 219 5 0 224 527 1:OOPM 0 0 0 0 0 0 0 18 0 18 0 214 13 0 227 0 235 4 0 239 484 1:15PM 0 0 0 0 0 0 0 22 0 22 0 238 12 0 250 0 246 13 0 259 531 Frotal 0 0 0 0 0 0 0 - @ MI . a a a 0 924 30 0 954 2008 %Approach 0% 0% 0% 0% - 0% 0% 100% 0% - 0% 96.0% 4.0% 0% - 0% 96.9% 3.1% 0% - - %Total 0% 0% 0% 0% 0% 0% 0% 3.4% 0% 3.4% 0% 47.2% 1.9% 0% 49.1% 0% 46.0% 1.5% 0% 47.5% - PHF - - - - - - - 0.773 - 0.773 - 0.861 0.750 - 0.859 - 0.939 0.577 - 0.921 0.945 Lights 0 0 0 0 0 0 0 68 0 68 0 928 38 0 966 0 911 30 0 941 1975 %Lights 0% 0% 0% 0% - 0% 0% 100% 0% 100% 0% 98.0% 97.4% 0% 98.00% 0% 98.6% 100% 0% 98.6% 98.4% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 2 0 0 2 6 %Articulated Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 0.4% 0% 0% 0.4% 0% 0.2% 0% 0% 0.2% 0.3% Buses and Single-Unit Trucks 0 0 0 0 01 0 0 0 0 0 0 15 1 0 16 0 11 0 0 11 27 %Buses and Single-Unit Trucks 0% 0% 0% 0% - 0% 0% 0% 0% 0% 0% 1.6% 2.6% 0% 1.6% 0% 1.2% 0% 0% 1.2% 1.3% *L:Left,R:Right,T:Thru,U:U-Turn RANDb 1 6 2023 MILL @ SECOND DWY FROM N-TMC u GRAM Traffic PM Peak(4:45 PM- 5:45 PM) NTX * Inc. All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks) All Movements Provided by: GRAM Traffic NTX Inc. ID: 1039821,Location: 32.936627, -97.185676 1120 W.Lovers Lane,Arlington,TX, 76013,US Leg COMMERCUL DWY N SECOND DWY DAVIS BLVD DAVIS BLVD Direction Eastbound Westbound Northbound Southbound Time L T R U App L T R U App L T R U App L T R U App Int 2023-02-16 4:45PM 0 0 0 0 0 0 0 16 0 16 0 277 8 0 285 0 0 0 0 0 301 S:OOPM 0 0 0 0 0 0 0 19 0 19 0 277 13 0 290 0 0 0 0 0 309 5:15PM 0 0 0 0 0 0 0 22 0 22 0 311 17 0 328 0 0 0 0 0 350 5:30PM 0 0 0 1 1 0 0 27 0 27 0 275 7 0 282 0 0 0 0 0 310 0 0 0 1 1 0 , - f q . _ - • = 0 0 0 0 0 1270 %Approach 0% 0% 0% 100% - 0% 0% 100% 0% - 0% 96.2% 3.8% 0% - 0% 0% 0% 0% - - %Total 0% 0% 0% 0.1% 0.1% 0% 0% 6.6% 0% 6.6% 0% 89.8% 3.5% 0% 93.3% 0% 0% 0% 0% 0% - PHF - - - 0.250 0.250 - - 0.778 - 0.778 - 0.916 0.662 - 0.903 - - - - - 0.90 Lights 0 0 0 1 1 0 0 84 0 84 0 1131 45 0 1176 0 0 0 0 0 1261 %Lights 0% 0% 0% 100% 100% 0% 0% 100% 0% 100% (r/o 99.2% 100% 0%j b9.2% 0% 0% 0% 0% - 99.3% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 %Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% 0% 0% 0.1% 0% 0% 0% 0% - 0.1% Buses and Single-Unit Trucks 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 8 %Buses and Single-Unit Trucks 0% 0% 0% 0% 096 0% 0% 0% 0% 0% 0% 0.7% 0% 0% 0.7% 0% 0% 0% 0% - 0.6% *L:Left,R:Right,T:Thru,U:U-Turn Appendix D - Distribution Tables & Calculations for Background 2024 & Buildout 2024 Traffic Conditions Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 67 Collected Traffic Count Data Intersection#: 1 Southlake Blvd(FM 1709) Randol Mill Ave(FM 1936) EB WB NB SB 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 7:15AM 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 1 1,962 747 1,391 742 Approach Vol MID 1,477 1,165 721 993 Approach Vol PM 1,288 2,144 1,157 1,316 Departure Vol AM 858 Z468 762 954 Departure Vol MID 1,338 1,352 697 969 Departure Vol PM 1,946 1,519 1,584 856 Link Total AM 2,620 3,215 2,153 1,696 Link Total MID 2,815 2,517 1,418 1,962 Link Total PM 3,234 3,663 2,741 2,172 Estimated Link ADT 32,340 1 36,630 1 27,410 21,720 Growth of Existing Traffic to Background Year EB WB NB SB Traffic Count Year: 2023 U-Turn Left Thru Right U-Turn Left I hru Right U-Turn Left Thru Right U-Tum Left Thm Right Background Year: 2024 AM 8 163 1,674 159 2 214 439 "0 11 149 700 560 3 283 396 77 Growth Rate: 2.0% MID 18 384 927 180 43 155 812 180 8 179 389 162 37 249 371 357 Factor: 1.02 PM 21 159 934 202 0 498 1,4871 208 1 45 1 259 1 509 369 2 248 874 221 Background Traffic Reassignment 1 EB WB NB SB U-Turn Left Thru Right �Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM MID PM Background Land Use 1 EB WB NB SB U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Trip Generation Data Enter Dist.: AM Trips: Enter Dist.: MID Tri s: Enter Dist.: PM Trips: Exit Dist.: AM Trips: Exit Dist.: MID Trips: Exit Dist.: PM Tri s: U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Tum Lek Thm Right AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MID 0 i 0 i 0 0 0 i 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 Background Traffic Condition PO Southlake Blvd(FM 1709) Randol Mill Ave(FM 1938) EB WB NB SB U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Tum Left Thm 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 1 259 1 509 369 2 248 874 221 4:30 PM 0.959 Approach Vol AM 2,004 765 1,420 759 Approach Vol MID 1,509 1,190 738 1,014 Approach Vol PM 1,316 2,189 1,182 1,345 Departure Vol AM 873 Z519 780 976 Departure Vol MID 1,366 1,381 714 990 Departure Vol PM 1,988 1,551 1,617 876 Link Total AM 2,677 3,284 2,200 1,735 Link Total MID 2,875 2,571 1,452 2,004 Link Total PM 3,304 3,740 2,799 2,221 Estimated Link ADT 33,040 1 37,400 27,990 22,210 Continued Total Background Traffic Intersection#: 1 Southlake Blvd(FM 1709) Randol Mill Ave(FM 1938) EB WB NB SB U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Start Time PHF 121 81631592214 439 110 11149 700 563 283 396 77 7:15 AM0.960 812 180 8 179 389 162 37 249 371 357 12:30 PM 0.940 159 934 202 0 496 1,487 206 45 259 509 369 2 248 874 221 4:30 PM 0.959 Traffic Reassignment for Driveway Consolidation EB WI3 1 NB SB U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right AM MID PM Primary Trips Associated with Proposed Development EB WBI NB SB U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Trip Generation Data Enter Dist.: AM 30% 20% Trips: 27 Enter Dist.: MID 30% 20% V Trips: 31 Enter Dist.: PM 30% 20% Tri s: 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 Pass-By/Diverted Trips Associated with Proposed Development EB WB NB SB U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Trip Generation Data 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 Total Site Traffic Southlake Blvd(FM 1709) Randol Mill Ave(FM 1938) EB WB NB SB U-Turn Left I Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Lek 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 Buildout-Total Traffic Condition Southlake Blvd(FM 1709) Randol Mill Ave(FM 1938) EB WB NB SB 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 2,013 756 1,455 765 Approach Vol MID 1,519 1,180 777 1,021 Approach Vol PM 1,322 2,182 1,208 1,349 Departure Vol AM 881 Z540 786 982 Departure Vol MID 1,375 1,405 720 997 Departure Vol PM 1,994 1,586 1,621 880 Link Total AM 2,694 3,296 2,241 1,747 Link Total MID 2,894 2,585 1,497 2,018 Link Total PM 3,316 3,748 2,829 2,229 Estimated Link ADT: 33,160 37,480 28,290 1 22,290 Collected Traffic Count Data Intersection#:1 2 Southlake Blvd(FM 1709) Access Point 1(2nd Driveway West) EB WB NB SIB 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 12:30AM 0.943 PM 1,471 13 2,144 44 4.30PM 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 2,512 747 88 0 Approach Vol MID 1,340 1,165 51 0 Approach Vol PM 1,484 2,144 44 0 Departure Vol AM 747 2,587 13 0 Departure Vol MID 1,165 1,371 20 0 Departure Vol PM 2,144 1,515 13 0 Link Total AM 3,259 3,334 101 0 Link Total MID 2,505 2,536 71 0 Link Total PM 3,628 3,659 57 0 Estimated LinkADT: 36,280 1 36,590 1,010 0 Growth of Existing Traffic to Background Year EB WB NB SIB Traffic Count Year: 2023 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Background Year: 2024 AM 0 2,549 14 0 762 0 0 0 90 0 0 0 Growth Rate: 2.0% MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 Factor: 1.02 PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 Background Traffic Reassignment 1 EB WB NB SB Left Thru Right Left I Thru Right Left Thru Right Left Thru Right AM MID PMTi- I Background Land Use 1 EB WB NB SIB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data 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 Background Traffic Condition Southlake Blvd(FM 1709) Access Point 1(2nd Driveway West) EB WB NB SIB 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 7:15AM 0.946 MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 12-30AM 0.943 PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 4.30PM 0.976 Approach Vol AM 2,563 762 90 0 Approach Vol MID 1,368 1,189 53 0 Approach Vol PM 1,515 2,187 45 0 Departure Vol AM 762 2,639 14 0 Departure Vol MID 1,189 1,400 21 0 Departure Vol PM 2,187 1,546 14 0 Link Total AM 3,325 3,401 104 0 Link Total MID 2,557 2,589 74 0 Link Total PM 3,702 3,733 59 0 Estimated Link ADT:1 37,020 1 37,330 1,040 0 Continued Total Background Traffic Intersection#: 2 Southlake Blvd(FM 1709) Access Point 1(2nd Driveway West) EB WB NB SB Left Thru Right Left Thru I Right Left Thru Right Left Thru Right Start Time PHF AM 0 2,549 14 0 762 0 0 0 90 0 0 0 7:15AM 0.948 MID 0 1,347 21 0 1,189 0 0 0 53 0 0 0 12:30AM 0.943 PM 0 1,501 14 0 2,187 0 0 0 45 0 0 0 4.30PM 0.976 Traffic Reassignment for Driveway Consolidation EB WB NB SB Left Thru Right Left I Thru Right Left Thru Right Left Thru Right AM MID PMT�_ Primary Trips Associated with Proposed Development EB WB NB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data 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 1 0 1 0 6 1 0 0 0 Pass-By I Diverted Trips Associated with Proposed Development EB WB NB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data 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 Total Site Traffic Southlake Blvd(FM 1709) Access Point 1(2nd Driveway West) EB WB NB SB 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 1 22 0 7 0 0 0 13 0 0 0 Buildout-Total Traffic Condition Southlake Blvd(FM 1709) Access Point 1(2nd Driveway West) EB WB NB SB 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 7:15AM 0.946 MID 0 1,337 53 0 1,179 0 0 0 72 0 0 0 12-30AM 0.943 PM 0 1,494 36 0 2,180 0 0 0 58 0 0 0 4.30PM 0.976 Approach Vol AM 2,582 753 107 0 Approach Vol MID 1,390 1,179 72 0 Approach Vol PM 1,530 2,180 58 0 Departure Vol AM 753 2,647 42 0 Departure Vol MID 1,179 1,409 53 0 Departure Vol PM 2,180 1,552 36 0 Link Total AM 3,335 3,400 149 0 Link Total MID 2,569 2,588 125 0 Link Total PM 3,710 3,732 94 0 Estimated LinkADT: 37,100 37,320 1,490 0 Collected Traffic Count Data Intersection#:1 3 Access Point 2(2nd Driveway South) Randol Mill Ave(FM 1938) EB WB NB SIB Left Thru Right Left Thru Right Left Thru I Right Left Thru Right Start Time PHF AM 16 1,359 29 762 7:30AM 0.878 MID 68 947 39 697 12:30 PM 0.945 PM 84 1,140 45 1,584 4.45PM 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 0 16 1,388 762 Approach Vol MID 0 68 986 697 Approach Vol PM 0 84 1,185 1,584 Departure Vol AM 0 29 762 1,375 Departure Vol MID 0 39 697 1,015 Departure Vol PM 0 45 1,584 1,224 Link Total AM 0 45 2,150 2,137 Link Total MID 0 107 1,683 1,712 Link Total PM 0 129 2,769 2,808 Estimated LinkADT: 0 1,290 27,690 28,080 Growth of Existing Traffic to Background Year EB WB NB SIB Traffic Count Year: 2023 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Background Year: 2024 AM 0 0 0 0 0 17 0 1,387 30 0 7780 Growth Rate: 2.0% MID 0 0 0 0 0 70 0 966 40 0 711 0 Factor: 1.02 PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0 Background Traffic Reassignment 1 EB WB NB SIB Left Thru Right Left Thru Right Left Thru Right Left Thru Right AM MID PM Background Land Use 1 EB WB NB SIB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data 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 Background Traffic Condition Access Point 2(2nd Driveway South) Randol Mill Ave(FM 1938) EB WB NB SIB Left Thru Right Left Thru Right Lett Thru Right Left Thru Right Start Time PHF AM 0 0 0 0 0 17 0 1,387 30 0 778 0 7:30AM 0.878 MID 0 0 0 0 0 70 0 966 40 0 711 0 12-30PM 0.945 PM 0 0 0 0 0 86 0 1,163 46 0 1,616 0 4.45PM 0.907 Approach Vol AM 0 17 1,417 778 Approach Vol MID 0 70 1,006 711 Approach Vol PM 0 86 1,209 1,616 Departure Vol AM 0 30 778 1,404 Departure Vol MID 0 40 711 1,036 Departure Vol PM 0 46 1,616 1,249 Link Total AM 0 47 2,195 2,182 Link Total MID 0 110 1,717 1,747 Link Total PM 0 132 2,825 2,865 Estimated Link ADT: 0 1,320 28,250 28,650 Continued Total Background Traffic Intersection#:1 3 Access Point 2(2nd Driveway South) Randol Mill Ave(FM 1938) EB WB NB SB 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 7:30AM 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 4.45PM 0.907 Traffic Reassignment for Driveway Consolidation EB WB NB SB Left Thru Right Left I Thru Right Left Thru Right Left Thru Right AM MID PM Primary Trips Associated with Proposed Development EB WB NB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data 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 0 19 0 0 6 0 6 0 MID 00 0 0 0 22 0 0 7 0 7 0 PM 0 0 1 0 0 1 12 1 0 0 4 1 0 4 0 Pass-By I Diverted Trips Associated with Proposed Development EB WB NB SB Left Thru Right Left Thru Right Left Thru Right Left Thru Right Trip Generation Data 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 Total Site Traffic Access Point 2(2nd Driveway South) Randol Mill Ave(FM 1938) EB WB NB SB 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 1 0 1 0 0 27 0 -5 9 0 4 0 Buildout-Total Traffic Condition Access Point 2(2nd Driveway South) Randol Mill Ave(FM 1938) EB WB NB SB 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 7:30AM 0.878 MID 0 0 0 0 0 113 0 959 54 0 718 0 12:30PM 0.945 PM 0 0 0 0 0 113 0 1,158 55 0 1,620 0 4.45PM 0.907 Approach Vol AM 0 55 1,423 784 Approach Vol MID 0 113 1,013 718 Approach Vol PM 0 113 1,213 1,620 Departure Vol AM 0 42 784 1,436 Departure Vol MID 0 54 718 1,072 Departure Vol PM 0 55 1,620 1,271 Link Total AM 0 97 2,207 2,220 Link Total MID 0 167 1,731 1,790 Link Total PM 0 168 2,833 2,891 Estimated LinkADT: 0 1,680 28,330 28,910 Appendix E - Existing Traffic Signal Timing Plans Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 74 3/22/23,11:37AM F1938_20230322_1136.html All Data Report#2 Date/Ti me: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 Port Baud Rate Data Bits Parity CTS DCD RTS 2 5 0 0 False False False 3 5 0 0 False False False Scoot Default Data Spat Data Default Data VEHICLE AND PEDESTRIAN TIMES Phase Data Bank 1: Vehicle Basic Timings Misc Timings Pedestrian Timings Phase Min Passage Maxi Max2 DMAX DSTP/10 Yel/10 Red/10 Green Yellow Walk Walk Bike Bike Walk Ped Alt Alt Flash Ext Actuated Green Delay Delay Offset Offset Green Psg Clr Walk Ped Walk Ped Rest in Time Mode Clr Clr Walk 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 Min Passage Maxi Max2 DMAX DSTP/10 Yel/10 Red/10 Green Yellow Walk Walk Bike Bike Walk Ped Alt Alt Flash Ext Actuated Green Delay Delay Offset Offset Green Psg Clr Walk Ped Walk Ped Rest in Time Mode Or Clr Walk 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 a 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 Min Passage Maxi Max2 DMAX DSTP/10 Yel/10 Red/10 Green Yellow Walk Walk Bike Bike Walk Ped Alt Alt Flash Ext Actuated Green Delay Delay Offset Offset Green Psg Clr Walk Ped Walk Ped Rest in Time Mode Clr Clr Walk 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 1/17 3/22/23,11:37AM F1938_20230322_1136.html 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 Min Passage Max1 Max2 DMAX DSTP/10 Yel/10 Red/10 Green Yellow Walk Walk Bike Bike Walk Ped Alt Alt Flash Ext Actuated Green Delay Delay Offset Offset Green Psg Clr Walk Ped Walk Ped Rest in Time Mode Clr Clr Walk 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 Added Max Time Car Time Min Non-Act Veh Recall Ped Ped Non Dual Last Condit No Omit Minus Omit Initial Initial B4 B4 to Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Yel Call Redu Redu Redu Delay Pass Gap Out 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 Added Max Time Car Time Min Non-Act Veh Recall Ped Ped Non Dual Last Condit No Omit Minus Omit Initial Initial B4 B4 to Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Yel Call Redu Redu Redu Delay Pass Gap Out 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 C C 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 Added Max Time Car Time Min Non-Act Veh Recall Ped Ped Non Dual Last Condit No Omit Minus Omit Initial Initial B4 B4 to Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Yel Call Redu Redu Redu Delay Pass Gap Out 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 2/17 3/22/23,11:37 AM F1938 20230322 1136.html Phase Added Max Time Car Time Min Non-Act Veh Recall Ped Ped Non Dual Last Condit No Omit Minus Omit Initial Initial B4 B4 to Gap Response Recall Delay Recall Recall Lock Entry Car Service Simu Yel Call Redu Redu Redu Delay Pass Gap Out 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 Vehicle Detector Pedestrian Detector Special Detector Detector Bank:1 Veh Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay Det Phase Phase Det Phase Phase Det Phase Phase 7 7 0 0 0.0 0 1 1 1 0 0.0 0 Special Detector Phase Assignment 8 8 0 0 0.0 0 2 2 1 0 0.0 0 9 1 0 0 0.0 0 3 3 1 0 0.0 0 10 2 0 0 0.0 0 4 4 1 0 0.0 0 11 3 0 0 0.0 0 5 5 1 0 0.0 0 12 4 0 0 0.0 0 6 6 1 0 0.0 0 13 5 0 0 0.0 0 7 7 1 0 0.0 0 14 6 0 0 0.0 0 8 8 1 0 0.0 0 15 7 0 0 0.0 0 Pedestrian Detector 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 Detector Bank:2 Veh Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay Det Phase Phase Det Phase Phase Det Phase Phase Vehicle Detector Phase Assignment Pedestrian Detector Special Detector Phase Assignment Detector Bank:3 Veh Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay Det Phase Phase Det Phase Phase Det Phase Phase Vehicle Detector Phase Assignment Pedestrian Detector Special Detector Phase Assignment Detector Bank:4 Veh Assign Mode Switch Extend Delay Ped Assign Mode Switch Extend Delay Spc Assign Mode Switch Extend Delay Det Phase Phase Det Phase Phase Det Phase Phase Vehicle Detector Phase Assignment Pedestrian Detector Special Detector Phase Assignment Startup&Misc Startup Time 7 Time In Seconds file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 3/17 3/22/23,11:37 AM F1938 20230322 1136.html 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 Remote Flash LoadSwitch Flash Alt Phase Entry Exit 1 Red 0 2 True True 2 Red 1 6 True True 3 Red 0 Flash Entry/Exit Phases 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 Overlap Special Standard FYA Overlap Parents Trail Grn Trail Yel Trail Red hail Grn -Grn -G/Y -Ped Default Data /10 /10 /10 Preempt Phases Phases Phases FYA 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 PED PRI Default Data Default Data PED PRI Ring 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 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 4/17 3/22/23,11:37AM F1938_20230322_1136.html 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 Sequencel 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 5/17 3/22/23,11:37 AM F1938 20230322 1136.html 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 6/17 3/22/23,11:37 AM F1938 20230322 1136.html 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 Sequence10 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 Sequence12 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 Sequence13 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 Sequerii 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 Sequence15 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 7/17 3/22/23,11:37 AM F1938 20230322 1136.html 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% 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 1/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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 8/17 3/22/23,11:37 AM F1938_20230322_1136.html 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 REXT 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 REXT 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 BRED. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REXT 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 Farce 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 BRED. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REXT 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 Entry Begin Begin Begin Day Begin Day Of Begin Seconds To End End End Day Of End Day Of End Seconds To Seconds To Number Month Occurrences Of Week Month Transition Month Occurrences Week Month Transition Adjust file:///C:/Program Files(x86)/ITS SoftwarefrACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 9117 3/22/23,11:37AM F1938_20230322_1136.html 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 10/17 3122/23,11:37 AM F1938 20230322 1136.html 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 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 Special Function Maps Phase Functions 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SPC 1-8 As 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 Phase 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PHS Func 1-8 Overlap Omit Special Function Maps Phase 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Overlap Omit Phase 3 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 Overlap Omit Phase 4 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 Overlap Omit Phase Functions 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 11/17 3/22/23,11:37 AM F1938 20230322 1136.html Preempt 1 Data Miscellaneous DIET DELAY MXCAL DB/10 NLOCK EXTND L OUT SRMOD LINK# DURAT GATE i 248 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN DWL EXT SEL PED SEL SEL TRK Ti PED TRK TRK RET PED RET RET GRN WLK GRN PED CUR YEL/10 RED/10 GRN CUR YEL/10 RED/10 CLR YEL/10 RED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 Interval Timings Exit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Phase Track Green DWELL Cycle Phase Track Green DWELL Cycle Phase Track DWELL Cycle Trail Green Exit/Calls 3 1 1 0 1 0 0 0 1 0 0 0 0 8 1 1 0 3 0 0 0 2 0 0 0 0 Vehicle Data 5 0 0 0 3 0 0 0 0 7 0 0 0 4 1 1 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 2 Data Miscellaneous DIET DELAY MXCAL DB/10 NLOCK EXTND LOUT SRMOD LINK# DURAT GATE i 249 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN DWL EXT SEL PED SEL SEL TRK Ti PED TRK TRK RET PED RET RET GRN WLK GRN PED CLR YEL/10 RED/10 GRN CLR YEL/10 RED/10 CLR YEL/10 RED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 Interval Timings Exit/Calls Vehicle Data Pedestrian Data Overlap Data Defau It Data Phase Track Green DWELL Cycle Phase Track Green DWELL Cycle Phase Track DWELL Cycle Trail Green Exit/Calls 4 1 1 0 1 0 0 0 1 0 0 0 0 7 1 1 0 3 0 0 0 2 1 1 0 0 Vehicle Data 5 0 0 0 3 0 0 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 12/17 3/22/23,11:37 AM F1938 20230322 1136.html 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 3 Data Miscellaneous DET DELAY MXCAL Di NLOCK EXTND LOUT SRMOD LINK# DURAT GATE i 250 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN DWL EXT SEL PED SEL SEL Ti Ti PED Ti Ti RET PED RET RET GRN WLK GRN PED CLR YEL/10 RED/10 GRN CLR YEL/10 RED/10 CLR YEL/10 RED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 Interval Timings Exit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Phase Track Green DWELL Cycle Phase Track Green DWELL Cycle Phase Track DWELL Cycle Trail Green Exit/Calls 2 1 1 0 1 0 0 0 1 1 1 0 0 5 1 1 0 3 0 0 0 2 0 0 0 0 Vehicle Data 5 0 0 0 3 0 0 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 4 Data Miscellaneous DET DELAY MXCAL Di NLOCK EXTND LOUT SRMOD LINK# DURAT GATE i 251 0 120 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN OWL EXT SEL PED SEL SEL Ti Ti PED Ti Ti RET PED RET RET GRN WLK GRN PED CLR YEL/10 RED/10 GRN CLR YEL/10 RED/10 CLR Yi RED/10 0 0 5 0 7 40 20 5 0 40 20 0 40 20 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 13/17 3/22/23,11:37AM F1938_20230322_1136.html Interval Timings Exit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Phase Track Green DWELL Cycle Phase hack Green DWELL Cycle Phase Track DWELL Cycle Trail Green Exit/Calls 1 1 1 0 1 0 0 0 1 0 0 0 0 6 1 1 0 3 0 0 0 2 0 0 0 0 Vehicle Data 5 0 0 0 3 1 1 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data Preempt 5 Data Miscellaneous DIET 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 MIN MIN OWL EXT SEL PED SEL SEL TRK TRK PED TRK TRK RET PED RET RET GRN WLK GRN PED CLR YEL/10 RED/10 GRN CLR YEL/10 RED/10 CLR YEL/10 RED/10 0 0 0 0 0 40 20 0 0 40 20 0 40 20 Interval Timings Exit/Calls Vehicle Data Pedestrian Data Overlap Data Defau It Data Default Data Phase Track Green DWELL Cycle Phase Track DWELL Cycle Trail Green Exit/Calls Vehicle Data 1 0 0 0 1 0 0 0 0 3 0 0 0 2 0 0 0 0 5 0 0 0 3 0 0 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 14/17 3/22/23,11:37 AM F1938 20230322 1136.html 16 0 0 0 0 Overlap Data Preempt 6 Data Miscellaneous DET DELAY MXCAL DB/10 NLOCK EXTND LOUT SRMOD LINK# DURAT GATE i 253 0 0 0 0 0 0 0 0 0 0 0 Miscellaneous Interval Timings MIN MIN DWL EXT SEL PED SEL SEL Ti Ti PED Ti Ti RET PED RET RET GRN WLK GRN PED CUR YEL/10 RED/10 GRN CUR YEL/10 RED/10 CUR YEL/10 RED/10 0 0 0 0 0 40 20 0 0 40 20 0 40 20 Interval Timings Exit/Calls Vehicle Data Pedestrian Data Overlap Data Default Data Default Data Phase Track Green DWELL Cycle Phase Track DWELL Cycle Trail Green Exit/Calls Vehicle Data 1 0 0 0 1 0 0 0 0 3 0 0 0 2 0 0 0 0 5 0 0 0 3 0 0 0 0 7 0 0 0 4 0 0 0 0 9 0 0 0 5 0 0 0 0 10 0 0 0 6 0 0 0 0 11 0 0 0 7 0 0 0 0 12 0 0 0 8 0 0 0 0 13 0 0 0 9 0 0 0 0 14 0 0 0 10 0 0 0 0 15 0 0 0 11 0 0 0 0 16 0 0 0 12 0 0 0 0 Pedestrian Data 13 0 0 0 0 14 0 0 0 0 15 0 0 0 0 16 0 0 0 0 Overlap Data 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 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 15/17 3/22/23,11:37 AM F1938_20230322_1136.html Deafult Data Priority 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 Vehicle Detector Diagnostics Value:0 Vehicle Detector Diagnostics Value:1 Default Data Default Data Vehicle Detector Diagnostics Value:0 Vehicle Detector Diagnostics Value:1 Pedestrian Detector Value:0 Pedestrian Detector Value:1 Default Data Default Data Pedestrian Detector Value:0 Pedestrian Detector Value:1 Special Detector Diagnostics Value:0 Special Detector Diagnostics Value:1 Default Data Default Data Special Detector Diagnostics Value:0 Special Detector Diagnostics Value:1 System Data-Speed Measurement:0 file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 16/17 3/22/23,11:37 AM F1938_20230322_1136.html Speed Trap 1 Speed Trap 2 Default Data Default Data Speed Trap 1 Speed Trap 2 System Data -Speed Ranges/Pattern Pattern Speed Trap Low Threshold Speed Trap High Threshold Default Data file:///C:/Program Files(x86)/ITS Software/TACTICS Central/Report Data/Intersection/FM1709/F1938/RptAllData2_FM1709/F1938_20230322_1136.html 17/17 Appendix F - Synchro Outputs Traffic Impact Analysis for Birdcall Restaurant in Southlake, Texas Page 92 Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03A-Existing 2023 AM Peak --1. q 4--- fl t Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Di) tt Di) tt Di) tt 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 E F E C E F 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03A-Existing 2023 AM Peak I# Lane Group SBU SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03A-Existing 2023 AM Peak 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) { I ►'*Soo1 I03 ■ 04 It 05 06 "tOZ8 =7 �J Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 03A-Existing 2023 AM Peak Intersection Int Delay,s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 2499 13 0 747 0 88 Future Vol,veh/h 2499 13 0 747 0 88 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 3 2 2 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 Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03A-Existing 2023 AM Peak Intersection Int Delay,s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r tt ttt Traffic Vol,veh/h 0 16 1359 29 0 762 Future Vol,veh/h 0 16 1359 29 0 762 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 7 3 2 2 2 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 SIB 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03B-Existing 2023 MID Peak --1. q 4--- fl t Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Di) tt Di) tt Di) tt 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 F C E C E D 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03B-Existing 2023 MID Peak I# Lane Group SBU SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03B-Existing 2023 MID Peak 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) I { Iwo I -1O2 ■ 04 03 06 19 05 0J It 08 Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 03B-Existing 2023 MID Peak Intersection Int Delay,s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 1320 20 0 1165 0 51 Future Vol,veh/h 1320 20 0 1165 0 51 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 3 2 2 2 2 2 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 - - Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03B-Existing 2023 MID Peak Intersection Int Delay,s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r tt ttt Traffic Vol,veh/h 0 68 947 39 0 697 Future Vol,veh/h 0 68 947 39 0 697 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 3 2 2 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 SIB 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03C-Existing 2023 PM Peak -11 --1. 4--- fl t I* Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Di) tt Di) tt Di) tt 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 E D E D F D 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03C-Existing 2023 PM Peak Lane Group SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 03C-Existing 2023 PM Peak 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) I { Iwo i —Imo 2 ■ 04 tv 06 �5 �J Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 03C-Existing 2023 PM Peak Intersection Int Delay,s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 1471 13 0 2144 0 44 Future Vol,veh/h 1471 13 0 2144 0 44 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 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 Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 03C-Existing 2023 PM Peak Intersection Int Delay,s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r tt ttt Traffic Vol,veh/h 0 84 1140 45 0 1584 Future Vol,veh/h 0 84 1140 45 0 1584 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 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 SIB 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04A-Background 2024 AM Peak --1. q 4--- fl t Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Di) tt Di) tt Di) tt 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 E F E C E F 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04A-Background 2024 AM Peak l# Lane Group SBU SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04A-Background 2024 AM Peak 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) { I ►'*Soo1 I03 ■ 04 It 05 06 "tOZ8 =7 �J Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 04A-Background 2024 AM Peak Intersection Int Delay,s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 2549 14 0 762 0 90 Future Vol,veh/h 2549 14 0 762 0 90 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 3 2 2 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 Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04A-Background 2024 AM Peak Intersection Int Delay,s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r tti� ttt Traffic Vol,veh/h 0 17 1387 30 0 778 Future Vol,veh/h 0 17 1387 30 0 778 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 7 3 2 2 2 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 SIB 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04B-Background 2024 MID Peak --1. q 4--- fl t Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Di) tt Di) tt Di) tt 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 F C E C E D 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04B-Background 2024 MID Peak l# Lane Group SBU SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04B-Background 2024 MID Peak 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) I { Iwo I -1O2 ■ 04 03 06 19 05 0J It 08 Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 04B-Background 2024 MID Peak Intersection Int Delay,s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 1347 21 0 1189 0 53 Future Vol,veh/h 1347 21 0 1189 0 53 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 3 2 2 2 2 2 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 Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 3: FM 1939 (Randol Mill) & AP 2 04B-Background 2024 MID Peak Intersection Int Delay,s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r tt ttt Traffic Vol,veh/h 0 70 966 40 0 711 Future Vol,veh/h 0 70 966 40 0 711 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 3 2 2 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04C-Background 2024 PM Peak -11 --1. 4--- fl t l* Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Di) tt Di) tt Di) tt 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 E D E D F E 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04C-Background 2024 PM Peak Lane Group SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 01 - Existing 2023 & Background 2024 Lane Configu ration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 04C-Background 2024 PM Peak 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) I { Iwo i —Imo 2 ■ 04 tv 06 �5 �J Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 04C-Background 2024 PM Peak Intersection Int Delay,s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 1501 14 0 2187 0 45 Future Vol,veh/h 1501 14 0 2187 0 45 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 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 - - Synchro 11 Report HCM 6th TWSC 01 - Existing 2023 & Background 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 04C-Background 2024 PM Peak Intersection Int Delay,s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r tti� ttt Traffic Vol,veh/h 0 86 1163 46 0 1616 Future Vol,veh/h 0 86 1163 46 0 1616 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 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 SIB 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10A-Buildout 2024 AM Peak --1. q 4--- fl t Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Di) tt Di) tt Di) tt 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 E F E C E F 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10A-Buildout 2024 AM Peak I# Lane Group SBU SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10A-Buildout 2024 AM Peak 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) { I ►'*Soo1 I03 ■ 04 It 05 06 "tOZ8 =7 �J Synchro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 10A-Buildout 2024 AM Peak Intersection Int Delay,s/veh 4.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r* Traffic Vol,veh/h 2540 37 0 753 0 107 Future Vol,veh/h 2540 37 0 753 0 107 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 3 2 2 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 Synchro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10A-Buildout 2024 AM Peak Intersection Int Delay,s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* tti� ttt Traffic Vol,veh/h 0 55 1381 42 0 784 Future Vol,veh/h 0 55 1381 42 0 784 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 7 3 2 2 2 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 SIB 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 - Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10B-Buildout 2024 MID Peak --1. q 4--- fl t Lane Group EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Di) tt Di) tt Di) tt 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 F C E C E D 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10B-Buildout 2024 MID Peak I# Lane Group SBU SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10B-Buildout 2024 MID Peak 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) I { Iwo I -1O2 ■ 04 03 06 19 05 0J It 08 Synchro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 10B-Buildout 2024 MID Peak Intersection Int Delay,s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r* Traffic Vol,veh/h 1337 47 0 1179 0 72 Future Vol,veh/h 1337 47 0 1179 0 72 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 3 2 2 2 2 2 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 - Synchro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10B-Buildout 2024 MID Peak Intersection Int Delay,s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* tt ttt Traffic Vol,veh/h 0 113 959 54 0 718 Future Vol,veh/h 0 113 959 54 0 718 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 3 2 2 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 SIB 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10C-Buildout 2024 PM Peak -11 --1. 4--- fl t I* Lane Group EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Di) tt Di) tt Di) tt 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 E D E D F E 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10C-Buildout 2024 PM Peak Lane Group SBL SBT SBR Lane Configurations Di) tt 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 Synchro 11 Report Timings 02 - Buildout 2024 Lane Configuration.syn 1: FM 1939 (Randol Mill) & FM 1709 (Southlake Blvd) 10C-Buildout 2024 PM Peak 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) I { Iwo i —Imo 2 ■ 04 tv 06 �5 �J Synchro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 2: AP 1 & FM 1709 (Southlake Blvd) 10C-Buildout 2024 PM Peak Intersection Int Delay,s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r* Traffic Vol,veh/h 1494 31 0 2180 0 58 Future Vol,veh/h 1494 31 0 2180 0 58 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None None Storage Length - 0 Veh in Median Storage,# 0 - 0 0 - Grade,% 0 - 0 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 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 Synchro 11 Report HCM 6th TWSC 02 - Buildout 2024 Lane Configuration.syn 3: FM 1939 (Randol Mill) & AP 2 10C-Buildout 2024 PM Peak Intersection Int Delay,s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations r* tti� ttt Traffic Vol,veh/h 0 113 1158 55 0 1620 Future Vol,veh/h 0 113 1158 55 0 1620 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length - 0 - Veh in Median Storage,# 0 - 0 - 0 Grade,% 0 - 0 - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 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 SIB 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 - Synchro 11 Report