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Item 7D - TIATraffic Impact Analysis Kimball Avenue Office Development Southlake, Texas Trium Development 1431 Greenway Drive, Suite 800 Irving, TX 75038 972.358.6383 9 November 2018 General Office Development – Southlake – Trium Development 18-TX113158-1 Executive Summary 1 Executive Summary Project Description Kimball Avenue General Office Development is a proposed office complex in Southlake, Texas. The site is located on the east side of Kimball Avenue, approximately 1,900 feet south of Southlake Boulevard (FM 1709), at 495 South Kimball Avenue. The development is proposed to consist of six buildings of 6,000 square feet each, for a total of 36,000- square feet of general office space. Access to the property is proposed via a single driveway connecting to Kimball Avenue, across from the George Dawson Middle School / Cleburne Eubanks Intermediate School (School) one-way circular driveway exit. This traffic impact study was conducted to determine if the proposed development could be accommodated within the existing transportation infrastructure. Trip Generation The proposed new development is expected to generate 394 daily trips, with 52 entering trips and 8 exiting trips in the AM peak hour, and 7 entering and 36 exiting trips in the PM peak hour. Traffic Impacts Southlake Boulevard (FM 1709) & Kimball Avenue Analysis shows that the intersection currently experiences LOS C overall in the AM peak hour and LOS D overall in the PM peak hour. For the Full Build 2020 scenario, LOS D is maintained overall in the AM peak hour and LOS E is maintained overall in the PM peak hour. No improvements are recommended to this intersection due to impacts from this development. Kimball Avenue & Project Access For Full Build 2020 conditions, levels of service E or better are maintained at the existing School access with the addition of Kimball Avenue General Office traffic. LOS C is maintained on the proposed project access. No improvements at the Project Access / School are recommended based on this development. General Office Development – Southlake – Trium Development 18-TX113158-1 Page 1 Table of Contents I. Introduction ................................................................................................ 2 Figure 1 – Site Plan ......................................................................................... 3 Figure 2 – Vicinity Map .................................................................................... 4 II. Existing Conditions ..................................................................................... 5 A. Existing Roadway Conditions ....................................................................................... 5 B. Existing Intersection Geometry ................................................................................... 5 C. Traffic Volumes .......................................................................................................... 5 Figure 3 – Study Area Roadways and Intersections ............................................ 6 Figure 4 – Existing Traffic Volumes .................................................................. 7 III. Methodology .............................................................................................. 8 A. Base Assumptions ....................................................................................................... 8 B. Background Growth .................................................................................................... 8 C. Trip Generation .......................................................................................................... 8 D. Trip Distribution ......................................................................................................... 8 Figure 5 – Trip Distribution .............................................................................. 9 Figure 6 – Site Trips ...................................................................................... 10 Figure 7 – Full Build 2020 Volumes ................................................................. 11 IV. Turn Lane and Capacity Analysis .............................................................. 12 A. Turn Lane Analysis/Driveway Geometry ..................................................................... 12 B. Capacity Analysis ...................................................................................................... 12 1. Southlake Boulevard (FM 1709) & Kimball Avenue ...................................................... 13 2. Kimball Avenue & Project Access / School ................................................................. 15 V. Summary and Conclusion .......................................................................... 16 Appendix ...................................................................................................... 17 General Office Development – Southlake – Trium Development 18-TX113158-1 Page 2 I. Introduction Kimball Avenue General Office Development is a proposed office complex in Southlake, Texas. The site is located on the east side of Kimball Avenue, approximately 1,900 feet south of Southlake Boulevard (FM 1709), at 495 South Kimball Avenue. The development is proposed to consist of six buildings of 6,000 square feet each, for a total of 36,000-square feet of general office space. Access to the property is proposed via a single driveway connecting to Kimball Avenue, across from the George Dawson Middle School / Cleburne Eubanks Intermediate School (School) one-way circular driveway exit. The City of Southlake requires a Traffic Impact Analysis (TIA) for developments where the number of parking spaces exceeds 100 per driveway, or where 1,000 daily trips or more are generated. This development will exceed 100 parking spaces for the single driveway. This traffic impact study will determine if the proposed development can be accommodated within the existing transportation infrastructure. Recommended improvements to maintain operating conditions consistent with Texas Department of Transportation and City of Southlake policies will be provided as necessary. The study area included the following intersections: • Southlake Boulevard (FM 1709) & Kimball Avenue • Kimball Avenue & Project Access/School Exit The study analyzed the following scenarios: • 2018 Existing Conditions • Full Build 2020 Conditions The AM peak hour and PM peak hour were analyzed. Figure 1 shows the most recent site plan. Figure 2 shows the project vicinity map. Site Plan Figure 1 Kimball Avenue Office Development - Southlake Date: 7 November 2018 Project No: 18 -TX113158-1 Vicinity Map Figure 2 Kimball Avenue Office Development - Southlake NOT TO SCALENOT TO SCALE Date: 7 November 2018 Project No: 18 -TX113158-1 Project Location General Office Development – Southlake – Trium Development 18-TX113158-1 Page 5 II. Existing Conditions A. EXISTING ROADWAY CONDITIONS Table 2.1 presents a summary of the existing roadway conditions in the study area. Figure 3 shows the roadways in the study area. Table 2.1 – Existing Roadways Street Name Functional Class Typical Section Posted Speed AADT Southlake Boulevard (FM 1709) Other Principal Arterial Six-lane divided with raised median 45 mph 43,856 west and 34,232 east of Kimball Ave. Kimball Avenue Minor Arterial Four-lane divided with raised median 35 mph N/A B. EXISTING INTERSECTION GEOMETRY Southlake Boulevard (FM 1709) & Kimball Avenue is a signalized intersection with protected/permitted left-turn phasing for the eastbound and westbound approach left turns on Southlake Avenue. These approaches also have three through lanes with separate right-turn lanes. The northbound and southbound approaches have split phase timing. The northbound approach has a separate left-turn lane with a through lane and a combination through/right-turn lane. The southbound approach has a separate left-turn lane, two through-lanes and a separate right-turn lane. The Project Access is a proposed full-access driveway to the east of Kimball Avenue across from the School circular driveway exit only approach . This is located approximately 1,900 feet south of Southlake Boulevard (FM 1709). This intersection will be stop sign controlled on the new access, as the School exit currently operates. A southbound left-turn lane currently exists at this location for an existing residential property. The geometric configuration of all intersections in the study area is shown in Figure 3. C. TRAFFIC VOLUMES Traffic data collection for the intersections of Southlake Boulevard (FM 1709) & Kimball Avenue, and Kimball Avenue & Existing School Access was performed on October 11 and 18, 2018. Figure 4 displays existing traffic volumes. These volumes can be found in the Appendix. The most recent Average Annual Daily Traffic (AADT) volumes were obtained from the TxDOT website, Transportation Planning and Programming Division, 2016 Fort Worth District Traffic. This map is included in the Appendix. Study Area Roadways and Intersections Figure 3 Kimball Avenue Office Development - Southlake NOT TO SCALENOT TO SCALE LEGEND Lane Geometry Date: 7 November 2018 Project No: 18 -TX113158-1 Southlake Blvd (FM 1709) & Kimball Ave Kimball Ave & Project Access/School Exit Existing Traffic Volumes Figure 4 Kimball Avenue Office Development - Southlake NOT TO SCALENOT TO SCALE XX/XX XX/XX XX/XX LEGEND Turn movement AM/PM peak volumes Date: 7 November 2018 Project No: 18 -TX113158-1 76/247 537/1543 85/134 329/194 1459/1098 295/117 19 8 / 2 5 5 25 0 / 3 4 5 10 0 / 1 2 4 39 0 / 4 5 4 28 3 / 3 3 8 15 9 / 1 5 6 76/247 537/1543 85/134 329/194 1459/1098 295/117 19 8 / 2 5 5 25 0 / 3 4 5 10 0 / 1 2 4 39 0 / 4 5 4 28 3 / 3 3 8 15 9 / 1 5 6 Southlake Blvd (FM 1709) & Kimball Ave 99/27 134/33 48 4 / 6 0 0 45 0 / 3 9 9 1/ 0 99/27 134/33 48 4 / 6 0 0 45 0 / 3 9 9 1/ 0 Kimball Ave & Project Access/School Exit General Office Development – Southlake – Trium Development 18-TX113158-1 Page 8 III. Methodology A. BASE ASSUMPTIONS Intersection capacity analysis was conducted using Synchro v 10.0 for stop-controlled and signalized intersections. Trip generation was calculated using the 10th edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual. B. BACKGROUND GROWTH The average annual background growth rate is calcu lated using historical AADT volumes. Calculations show that the background growth on Southlake Boulevard (FM 1709) west of Kimball Avenue is 4.5% per year. These calculations can be found in the Appendix. Existing volumes were increased by 4.5% per year to estimate background growth for Full Build 2020 conditions. C. TRIP GENERATION The development is proposed to consist of a 36,000-square-foot general office complex. The ITE Trip Generation Manual, 10th Edition was used to estimate the projected trips by this development. The ITE trip generation summary is included in the Appendix. Table 3.2 contains the summary of the land uses and sizes used for trip generation estimates. Table 3.2 - ITE Trip Generation Average Weekday Driveway Volumes AM Peak Hour PM Peak Hour Land Use ITE Code Size Daily Trips Enter Exit Enter Exit General Office Buildings 710 36.0 Th.Sq.Ft. GFA 394 52 8 7 36 D. TRIP DISTRIBUTION Trips for this proposed development were assigned to the surround ing roadway network based on existing traffic patterns and engineering judgment. The proposed trip distribution for this project can be found in Figure 5, and the projected site trips are shown in Figure 6. Full Build 2020 volumes are shown in Figure 7. Trip Distribution Figure 5 Kimball Avenue Office Development - Southlake NOT TO SCALENOT TO SCALE XX/XX XX/XX XX/XX LEGEND Turn movement AM/PM peak volumes Date: 7 November 2018 Project No: 18 -TX113158-1 50 % 50 % 23 % 20% Site Trips Figure 6 Kimball Avenue Office Development - Southlake NOT TO SCALENOT TO SCALE XX/XX XX/XX XX/XX LEGEND Turn movement AM/PM peak volumes Date: 7 November 2018 Project No: 18 -TX113158-1 4/1 10/1 2/ 7 2/ 8 0/ 3 12 / 2 4/1 10/1 2/ 7 2/ 8 0/ 3 12 / 2 Southlake Blvd (FM 1709) & Kimball Ave 26 / 3 26 / 4 26 / 3 26 / 4 Kimball Ave & Project Access/School Exit 4/18 4/18 Full Build 2020 Volumes Figure 7 Kimball Avenue Office Development - Southlake NOT TO SCALENOT TO SCALE XX/XX XX/XX XX/XX LEGEND Turn movement AM/PM peak volumes Date: 7 November 2018 Project No: 18 -TX113158-1 83/270 586/1685 97/147 359/212 1593/1199 332/129 21 8 / 2 8 5 27 5 / 3 8 5 10 9 / 1 3 8 42 6 / 4 9 6 32 1 / 3 7 1 17 4 / 1 7 0 83/270 586/1685 97/147 359/212 1593/1199 332/129 21 8 / 2 8 5 27 5 / 3 8 5 10 9 / 1 3 8 42 6 / 4 9 6 32 1 / 3 7 1 17 4 / 1 7 0 Southlake Blvd (FM 1709) & Kimball Ave 99/27 134/33 52 9 / 6 5 5 26 / 3 49 1 / 4 3 6 26 / 3 99/27 134/33 52 9 / 6 5 5 26 / 3 49 1 / 4 3 6 26 / 3 Kimball Ave & Project Access/School Exit 4/18 4/18 General Office Development – Southlake – Trium Development 18-TX113158-1 Page 12 IV. Turn Lane and Capacity Analysis A. TURN LANE ANALYSIS/DRIVEWAY GEOMETRY In order to determine if the proposed driveway configuration conforms to City of Southlake requirements, the “Driveway Ordinance No. 634” was reviewed. This ordinance established City of Southlake regulations for the location, spacing, and permit requirements for driveways, including turn lane warrants and geometry, such as width, spacing, stacking and radius returns. This driveway will be constructed across from the existing School circular driveway exit. It will be designed and constructed to meet all of the geometric requirements of the 1995 ordinan ce. The driveway is spaced approximately 250 ft. from the next closest access to the south. This complies with the service driveway spacing requirement of 250 ft. for an arterial roadway, as specified in Table One of the ordinance. A deceleration right-turn lane will not be required based on the auxiliary lane requirements in Section 5.4, which indicate in excess of 50 right-turn ingress vehicles occurring in the design hour given the posted street speed limit of 35 mph. The maximum projected right-turn volume of 26 during the AM peak hour does not warrant an auxiliary lane. B. CAPACITY ANALYSIS The Transportation Research Board’s Highway Capacity Manual (HCM) utilizes a term “level of service” (LOS) to measure how traffic operates in intersections. There are currently six levels of service ranging from A to F. Level of Service “A” represents the best conditions and Level of Service “F” represents the worst. Synchro software was used to determine the level of service for intersections in the study area. All worksheet reports from the analyses can be found in the Appendix. Table 4.1 shows the control delay per vehicle associated with LOS A through F for signalized and unsignalized intersections. Table 4.1 – Highway Capacity Manual Levels of Service and Control Delay Signalized Intersection Unsignalized Intersection Level of Service Control Delay per Vehicle (sec) Level of Service Control Delay per Vehicle (sec) A  10 A  10 B  10 and  20 B  10 and  15 C  20 and  35 C  15 and  25 D  35 and  55 D  25 and  35 E  55 and  80 E  35 and  50 F  80 F  50 General Office Development – Southlake – Trium Development 18-TX113158-1 Page 13 1. SOUTHLAKE BOULEVARD (FM 1709) & KIMBALL AVENUE 2018 Existing Conditions Table 4.2 shows the current LOS, control delay, and 95th percentile queue length for existing 2018 conditions. Table 4.2 - Intersection LOS, Delay, and Queue by Movement - 2018 Existing Intersection Approach Movement AM PM LOS Delay Queue LOS Delay Queue Southlake Boulevard (FM 1709) & Kimball Avenue EB LT C 25.5 281’ E 63.8 270’ TH C 32.7 516’ D 35.3 352’ RT B 15.2 190’ A 9.5 60’ WB LT C 32.0 90’ C 30.1 110’ TH C 34.8 202’ D 47.7 565’ RT A 1.3 6’ B 17.3 154’ NB LT E 62.7 270’ F 83.8 387’ TH D 47.6 203’ E 62.3 276’ RT SB LT E 55.3 209’ D 48.3 194’ TH D 48.5 170’ D 47.1 192’ RT B 12.3 117’ E 56.6 476’ OVERALL C (33.3) D (46.7) Analysis shows that the intersection currently experiences LOS C overall in the AM peak hour and LOS D overall in the PM peak hour. It should be noted that the eastbound left-turn AM volume of 329 and the northbound left-turn PM volume of 255 vehicles are approaching the level of turning vehicles that may require an intersection improvement to provide double left-turn lanes. Based on the projected yearly increase of 4.5%, this could occur within a short time frame. General Office Development – Southlake – Trium Development 18-TX113158-1 Page 14 Full Build 2020 Conditions Table 4.3 shows the expected LOS, control delay, and 95th percentile queue length for Full Build 2020 conditions. Table 4.3 - Intersection LOS, Delay, and Queue by Movement – 2020 Full Build Intersection Approach Movement AM PM LOS Delay Queue LOS Delay Queue Southlake Boulevard (FM 1709) & Kimball Avenue EB LT C 30.0 311’ F 83.7 313’ TH D 36.5 584’ D 38.0 392’ RT B 17.6 228’ B 10.9 69’ WB LT D 37.5 107’ D 40.4 143’ TH D 37.9 221’ E 59.3 676’ RT A 2.2 12’ B 19.5 178’ NB LT E 66.7 296’ F 99.5 453’ TH D 50.1 224’ E 69.8 338’ RT SB LT E 56.9 228’ D 48.9 211’ TH D 49.9 192’ D 48.0 210’ RT B 18.7 186’ E 74.6 580’ OVERALL D (36.8) E (55.4) For the full-build scenario, the intersection experiences only minor increases in seconds of delay and queue lengths from the addition of the development traffic. Background growth at the projected level of 4.5% will have a much more significant impact on this intersection than traf fic from this development. No improvements to the existing intersection are needed to accommodate development traffic. General Office Development – Southlake – Trium Development 18-TX113158-1 Page 15 2. KIMBALL AVENUE & PROJECT ACCESS / SCHOOL Existing Conditions Table 4.4 shows the current LOS, control delay, and 95th percentile queue length for existing 2018 conditions. Table 4.4 - Intersection LOS, Delay, and Queue by Movement - 2018 Existing Intersection Approach Movement AM PM LOS Delay Queue LOS Delay Queue Kimball Avenue & Project Access / School EB LT D 28.6 53’ C 22.1 10’ RT B 11.2 20’ B 10.7 5’ NB TH Free SB LT A 8.6 0’ A 0.0 0’ TH Free Full Build 2020 Conditions Table 4.5 shows the expected LOS, control delay, and 95th percentile queue length for Full Build 2020 conditions. Table 4.5 - Intersection LOS, Delay, and Queue by Movement - 2020 Full Build Intersection Approach Movement AM PM LOS Delay Queue LOS Delay Queue Kimball Avenue & Project Access / School EB LT E 45.5 80’ C 21.6 10’ RT B 11.5 23’ A 9.9 5’ WB LT/RT C 22.6 15’ C 18.7 13’ NB TH Free RT A 0.0 0’ A 0.0 0’ SB LT A 9.0 3’ A 9.1 0’ TH Free For the full-build scenario, vehicles exiting the proposed development are expected to see LOS C in both the AM and PM peak hours, with minimal queues. General Office Development – Southlake – Trium Development 18-TX113158-1 Page 16 V. Summary and Conclusion This study serves as an analysis of the traffic impacts from the proposed Kimball Avenue General Office development in Southlake, Texas. This analysis examined current traffic volumes at the study intersections and determined impacts from Full Build 2020 traffic conditions. Based on this study, the proposed development traffic can be added to the roadway system with good operational characteristics maintained at the existing School / Project unsignalized access. Additionally, only minimal impacts to the Southlake Boulevard (FM 1709) & Kimball Avenue intersection levels of service would be anticipated from the development traffic. No improvements to Southlake Boulevard (FM 1709) or Kimball Avenue are recommended based on this development. Kimball Avenue at Southlake Boulevard (FM 1709) (Looking South) General Office Development – Southlake – Trium Development 18-TX113158-1 Page 17 Appendix Background Information Traffic Volumes Trip Generation Trip Distribution Capacity Analysis Background Information !. !. !. !. !. !.!. !. !. !. !. !. !. !. !. !. !.!. !. !. !.!. !. !. !. !. !. !. !. !. !. !. !. !. !. !. !.!.!. !. !.!. !. !. !. !. !. !. !. !. !. 12343845359 118857 74020 106494 25353 31336 78859202843 18358 2048123707 24158 194727 118622 23492128444 144866 34232 140141 43856 38711 167856 75103108131 33412** 177533 83054 93599 141617 21200 21479 124519 27789 105167 107756 152901 145016 2376333708 32920 26840 126779 43225 25776 153404 22142 143762 30294 41449* 51989* Bedford Colleyville Euless Southlake HighlandPark UniversityPark Arlington Lewisville Grapevine Irving Coppell FlowerMound Addison Richardson Plano FortWorth GrandPrairie Carrollton Dallas FarmersBranch Hurst ,+B121 To l l ,+97 ,+482 ,+348 ST12 ST354 ST356 ST10 ST360 ST183 ST121 ST114 ST26 ST289 ST161 ./75 ./75 §¨¦35 §¨¦635 GrapevineLake NorthLake CollinCountyDentonCounty DallasCountyTarrantCounty 1709 2499 3040 ³Texas Department of TransportationTransportation Planning and Programming DivisionTraffic Analysis System Support Branch PREPARED BY THE IN COOPERATION WITH THEUnited States Department of Transportation Federal Highway Administration Arterials &Collectors City!Town State!.AADT Inset US Local District IH County County 0 1 20.5 Miles 2016 FORT WORTH DISTRICT TRAFFIC MAP Sheet 13 of 31 Base Sheets COPYRIGHT 2017 by the Texas Department of Transportation.All rights reserved. NOTICE: This map has been prepared for internal use within the Texas Departmentof Transportation. Accuracy is limited to the validity of available data. Publication Date: September 2017 Toll road traffic counts are shown for context purposes only and may not representOn System traffic. *Traffic volumes set apart with an asterisk (*)include tolled mainlane traffic.**Traffic volumes set apart with a double asterisk(**) include non-tolled service road traffic. Location Southlake Year Count*Trend** 2018 N/A 47800 2018 N/A 47800 1,990 2020 N/A 51800 53.79% 7.65% 4.50% 6-Nov-18 Straight Line Growth Option *Axle-Adjusted 2020 Design Year Trend TRANPLAN Forecasts/Trends ** Annual Trend Increase: Trend Growth Rate (2016 to Design Year): Printed: Trend Annual Historic Growth Rate: Traffic (ADT/AADT) 2018 Mid-Year Trend Southlake Blvd (FM 1709) Trend R-squared: Highway: 2018 Opening Year Trend Traffic Trends - V2.0 Southlake Blvd (FM 1709) -- West of Kimball Ave.County: Station #: 0 0 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 2007 2012 2017 2022 2027 2032 2037 Av e r a g e D a i l y T r a f f i c ( V e h i c l e s / D a y ) Year Observed Count Fitted Curve https://library.municode.com/tx/southlake/codes/development_ord... 1 of 28 3/5/2018, 10:33 AM https://library.municode.com/tx/southlake/codes/development_ord... 2 of 28 3/5/2018, 10:33 AM https://library.municode.com/tx/southlake/codes/development_ord... 3 of 28 3/5/2018, 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https://library.municode.com/tx/southlake/codes/development_ord... 24 of 28 3/5/2018, 10:33 AM https://library.municode.com/tx/southlake/codes/development_ord... 25 of 28 3/5/2018, 10:33 AM https://library.municode.com/tx/southlake/codes/development_ord... 26 of 28 3/5/2018, 10:33 AM https://library.municode.com/tx/southlake/codes/development_ord... 27 of 28 3/5/2018, 10:33 AM https://library.municode.com/tx/southlake/codes/development_ord... 28 of 28 3/5/2018, 10:33 AM Traffic Volumes Location:GPS N = 32.9410, W = 97.1165 date Day Weather Peak AM Counter Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 33 47 42 6 71 16 25 24 6 31 335 22 658 7:15 47 57 93 8 84 13 14 48 12 95 424 19 914 7:30 45 70 106 13 93 21 28 42 11 114 367 27 937 7:45 38 70 117 30 151 13 36 60 22 92 345 75 1049 8:00 41 80 91 21 112 26 65 65 30 85 337 109 1062 8:15 40 71 68 16 148 17 56 58 30 85 408 53 1050 8:30 40 62 114 18 126 20 41 67 18 67 369 58 1000 8:45 40 49 101 9 167 18 48 38 22 48 325 18 883 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 33 47 40 4 70 16 17 19 6 30 334 22 638 7:15 47 57 92 8 84 13 13 46 12 94 422 19 907 7:30 45 70 105 13 92 20 28 41 11 114 367 26 932 7:45 38 68 117 30 148 13 36 60 22 92 342 74 1040 8:00 39 78 87 21 105 26 65 62 30 82 329 108 1032 8:15 37 70 66 15 140 15 54 56 29 83 401 48 1014 8:30 35 61 108 18 119 19 40 63 18 66 355 57 959 8:45 39 47 98 9 155 18 47 35 21 48 317 17 851 Left Thru Right Left Thru Right Left Thru Right Left Thru Right 7:00 0 0 2 2 1 0 8 5 0 1 1 0 20 7:15 0 0 1 0 0 0 1 2 0 1 2 0 7 7:30 0 0 1 0 1 1 0 1 0 0 0 1 5 7:45 0 2 0 0 3 0 0 0 0 0 3 1 9 8:00 2 2 4 0 7 0 0 3 0 3 8 1 30 8:15 3 1 2 1 8 2 2 2 1 2 7 5 36 8:30 5 1 6 0 7 1 1 4 0 1 14 1 41 8:45 1 2 3 0 12 0 1 3 1 0 8 1 32 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Vehicle Total 159 283 390 85 537 76 198 250 100 329 1459 295 3962 Pk 15 min 38 70 117 30 151 13 36 60 22 92 345 75 1049 PHF 0.94 Left Thru Right Left Thru Right Left Thru Right Left Thru Right Car 149 277 378 84 512 73 195 241 99 323 1427 287 4045 Truck 10 6 12 1 25 3 3 9 1 6 32 8 116 HV %age 6%2%3%1%5%4%2%4%1%2%2%3% 7:00 7:15 7:30 7:45 8:00 8:15 8:30 8:45 Pedestrians Total Ben Israelson Total Peak Hour Vehicle Summary 7:45 to 8:45 Southbound Westbound Northbound Eastbound Intersection Peak Hour Westbound Northbound Eastbound Total 7:45 to 8:45 Southbound Westbound Northbound Eastbound Interval starts Southbound Westbound Northbound Eastbound Turn Count Summary 10/11/2018 Thursday Total vehicle traffic Fair, 53 Southlake Blvd & Kimball Ave EAST Leg NORTH Leg WEST Leg SOUTH Leg Total Car traffic Interval starts Southbound Westbound Northbound Eastbound Total Total Truck traffic Interval starts Southbound GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SOUTHLAKE BLVD Site Code:Start Date: 10/18/2018 Page No: 1 Tu r n i n g M o v e m e n t D a t a St a r t T i m e KI M B A L L A V E SO U T H L A K E B L V D KI M B A L L A V E SOUTHLAKE BLVD So u t h b o u n d We s t b o u n d No r t h b o u n d Eastbound Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Left Thru Right U-Turn Peds App.Total Int. Total 2: 0 0 P M 25 47 75 0 0 14 7 19 29 1 53 4 1 36 7 51 46 30 0 0 12 7 50 269 35 5 0 359 1000 2: 1 5 P M 37 50 94 0 0 18 1 24 27 0 63 3 4 36 0 54 70 27 1 0 15 2 62 239 38 3 0 342 1035 2: 3 0 P M 39 37 87 0 0 16 3 39 28 8 54 1 0 38 2 43 75 21 0 0 13 9 62 225 37 0 0 324 1008 2: 4 5 P M 28 51 80 0 0 15 9 18 28 3 47 1 0 34 9 36 52 24 0 0 11 2 69 234 32 0 0 335 955 Ho u r l y T o t a l 12 9 18 5 33 6 0 0 65 0 10 0 11 3 2 21 7 9 5 14 5 8 18 4 24 3 10 2 1 0 53 0 243 967 142 8 0 1360 3998 3: 0 0 P M 27 44 89 1 0 16 1 28 25 8 48 3 1 33 7 32 64 28 0 0 12 4 54 195 45 0 0 294 916 3: 1 5 P M 41 53 96 0 1 19 0 39 27 8 43 0 0 36 0 49 49 22 1 0 12 1 61 236 41 1 0 339 1010 3: 3 0 P M 36 77 92 0 0 20 5 24 27 3 72 2 0 37 1 38 72 19 1 0 13 0 69 211 53 0 0 333 1039 3: 4 5 P M 40 82 97 0 0 21 9 26 28 8 48 0 0 36 2 55 90 30 0 0 17 5 61 234 43 0 0 338 1094 Ho u r l y T o t a l 14 4 25 6 37 4 1 1 77 5 11 7 10 9 7 21 1 5 1 14 3 0 17 4 27 5 99 2 0 55 0 245 876 182 1 0 1304 4059 4: 0 0 P M 45 58 11 7 0 0 22 0 25 28 1 63 0 0 36 9 74 90 23 0 0 18 7 51 238 17 0 0 306 1082 4: 1 5 P M 40 56 10 8 0 0 20 4 28 35 1 56 2 0 43 7 51 58 17 0 0 12 6 37 256 29 1 0 323 1090 4: 3 0 P M 34 64 12 6 0 0 22 4 23 32 2 63 0 0 40 8 69 74 24 2 0 16 9 53 270 52 1 0 376 1177 4: 4 5 P M 35 82 12 2 0 0 23 9 28 39 3 57 0 1 47 8 59 73 33 1 0 16 6 46 292 50 1 0 389 1272 Ho u r l y T o t a l 15 4 26 0 47 3 0 0 88 7 10 4 13 4 7 23 9 2 1 16 9 2 25 3 29 5 97 3 0 64 8 187 1056 148 3 0 1394 4621 5: 0 0 P M 32 87 12 1 0 0 24 0 41 41 0 57 0 0 50 8 74 98 37 1 0 21 0 45 258 23 0 0 326 1284 5: 1 5 P M 41 85 10 8 0 0 23 4 29 36 3 68 1 0 46 1 62 87 30 1 0 18 0 60 288 27 0 0 375 1250 5: 3 0 P M 48 84 10 3 0 0 23 5 35 37 7 65 0 0 47 7 56 87 24 1 1 16 8 42 260 17 0 0 319 1199 5: 4 5 P M 39 69 13 1 0 0 23 9 38 30 5 67 1 0 41 1 62 88 29 1 0 18 0 46 209 32 3 0 290 1120 Ho u r l y T o t a l 16 0 32 5 46 3 0 0 94 8 14 3 14 5 5 25 7 2 0 18 5 7 25 4 36 0 12 0 4 1 73 8 193 1015 99 3 0 1310 4853 Gr a n d T o t a l 58 7 10 2 6 16 4 6 1 1 32 6 0 46 4 50 3 1 92 4 18 7 64 3 7 86 5 11 7 3 41 8 10 1 24 6 6 868 3914 571 15 0 5368 17531 Ap p r o a c h % 18 . 0 31 . 5 50 . 5 0. 0 - - 7. 2 78 . 2 14 . 4 0. 3 - - 35 . 1 47 . 6 17 . 0 0. 4 - - 16.2 72.9 10.6 0.3 --- To t a l % 3. 3 5. 9 9. 4 0. 0 - 18 . 6 2. 6 28 . 7 5. 3 0. 1 - 36 . 7 4. 9 6. 7 2. 4 0. 1 - 14 . 1 5.0 22.3 3.3 0.1 -30.6 - Li g h t s 57 5 99 7 16 2 8 1 - 32 0 1 46 1 50 0 7 91 9 18 - 64 0 5 84 9 11 4 1 41 5 10 - 24 1 5 863 3854 550 15 -5282 17303 % L i g h t s 98 . 0 97 . 2 98 . 9 10 0 . 0 - 98 . 2 99 . 4 99 . 5 99 . 5 10 0 . 0 - 99 . 5 98 . 2 97 . 3 99 . 3 10 0 . 0 - 97 . 9 99.4 98.5 96.3 100.0 -98.4 98.7 Me d i u m s 10 26 15 0 - 51 3 22 2 0 - 27 15 32 2 0 - 49 5 56 20 0 -81 208 % M e d i u m s 1. 7 2. 5 0. 9 0. 0 - 1. 6 0. 6 0. 4 0. 2 0. 0 - 0. 4 1. 7 2. 7 0. 5 0. 0 - 2. 0 0.6 1.4 3.5 0.0 -1.5 1.2 Ar t i c u l a t e d T r u c k s 2 3 3 0 - 8 0 2 3 0 - 5 1 0 1 0 - 2 0 4 1 0 -5 20 % A r t i c u l a t e d Tr u c k s 0. 3 0. 3 0. 2 0. 0 - 0. 2 0. 0 0. 0 0. 3 0. 0 - 0. 1 0. 1 0. 0 0. 2 0. 0 - 0. 1 0.0 0.1 0.2 0.0 -0.1 0.1 Bi c y c l e s o n Cr o s s w a l k - - - - 1 - - - - - 0 - - - - - 1 - ----0 -- % B i c y c l e s o n Cr o s s w a l k - - - - 10 0 . 0 - - - - - 0. 0 - - - - - 10 0 . 0 - ------- Pe d e s t r i a n s - - - - 0 - - - - - 7 - - - - - 0 - ----0 -- % P e d e s t r i a n s - - - - 0. 0 - - - - - 10 0 . 0 - - - - - 0. 0 - ------- GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SOUTHLAKE BLVD Site Code:Start Date: 10/18/2018 Page No: 2 10 / 1 8 / 2 0 1 8 2 : 0 0 P M En d i n g A t 10 / 1 8 / 2 0 1 8 6 : 0 0 P M Li g h t s Me d i u m s Ar t i c u l a t e d T r u c k s Bi c y c l e s o n C r o s s w a l k Pe d e s t r i a n s KI M B A L L A V E [ N ] Ou t In To t a l 29 2 4 32 0 1 61 2 5 39 51 90 3 8 11 0 0 0 0 0 0 29 6 6 32 6 0 62 2 6 16 2 8 99 7 57 5 1 0 15 26 10 0 0 3 3 2 0 0 0 0 0 0 1 0 0 0 0 0 16 4 6 10 2 6 58 7 1 1 R T L U P 4937 0 0 7 68 4862 Out 6437 0 0 5 27 6405 In 11374 0 0 12 95 11267 Total SOUTHLAKE BLVD [E] R 924 0 0 3 2 919 T 5031 0 0 2 22 5007 L 464 0 0 0 3 461 U 18 0 0 0 0 18 P 7 7 0 0 0 0 20 1 8 24 1 5 44 3 3 49 49 98 4 2 6 0 0 0 0 0 0 20 7 1 24 6 6 45 3 7 Ou t In To t a l KI M B A L L A V E [ S ] U L T R P 10 84 9 11 4 1 41 5 0 0 15 32 2 0 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 10 86 5 11 7 3 41 8 1 S O U T H L A K E B L V D [ W ] T o t a l 1 2 7 8 1 1 3 3 1 1 0 0 1 2 9 2 5 I n 5 2 8 2 8 1 5 0 0 5 3 6 8 O u t 7 4 9 9 5 2 6 0 0 7 5 5 7 1 5 0 0 0 0 1 5 U 8 6 3 5 0 0 0 8 6 8 L 3 8 5 4 5 6 4 0 0 3 9 1 4 T 5 5 0 2 0 1 0 0 5 7 1 R 0 0 0 0 0 0 P Tu r n i n g M o v e m e n t D a t a P l o t GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SOUTHLAKE BLVD Site Code:Start Date: 10/18/2018 Page No: 3 Tu r n i n g M o v e m e n t P e a k H o u r D a t a ( 4 : 4 5 P M ) St a r t T i m e KI M B A L L A V E SO U T H L A K E B L V D KI M B A L L A V E SOUTHLAKE BLVD So u t h b o u n d We s t b o u n d No r t h b o u n d Eastbound Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Left Thru Right U-Turn Peds App.Total Int. Total 4: 4 5 P M 35 82 12 2 0 0 23 9 28 39 3 57 0 1 47 8 59 73 33 1 0 16 6 46 292 50 1 0 389 1272 5: 0 0 P M 32 87 12 1 0 0 24 0 41 41 0 57 0 0 50 8 74 98 37 1 0 21 0 45 258 23 0 0 326 1284 5: 1 5 P M 41 85 10 8 0 0 23 4 29 36 3 68 1 0 46 1 62 87 30 1 0 18 0 60 288 27 0 0 375 1250 5: 3 0 P M 48 84 10 3 0 0 23 5 35 37 7 65 0 0 47 7 56 87 24 1 1 16 8 42 260 17 0 0 319 1199 To t a l 15 6 33 8 45 4 0 0 94 8 13 3 15 4 3 24 7 1 1 19 2 4 25 1 34 5 12 4 4 1 72 4 193 1098 117 1 0 1409 5005 Ap p r o a c h % 16 . 5 35 . 7 47 . 9 0. 0 - - 6. 9 80 . 2 12 . 8 0. 1 - - 34 . 7 47 . 7 17 . 1 0. 6 - - 13.7 77.9 8.3 0.1 --- To t a l % 3. 1 6. 8 9. 1 0. 0 - 18 . 9 2. 7 30 . 8 4. 9 0. 0 - 38 . 4 5. 0 6. 9 2. 5 0. 1 - 14 . 5 3.9 21.9 2.3 0.0 -28.2 - PH F 0. 8 1 3 0. 9 7 1 0. 9 3 0 0. 0 0 0 - 0. 9 8 8 0. 8 1 1 0. 9 4 1 0. 9 0 8 0. 2 5 0 - 0. 9 4 7 0. 8 4 8 0. 8 8 0 0. 8 3 8 1. 0 0 0 - 0. 8 6 2 0.804 0.940 0.585 0.250 -0.906 0.974 Li g h t s 15 3 33 1 44 8 0 - 93 2 13 3 15 3 4 24 6 1 - 19 1 4 24 8 34 2 12 3 4 - 71 7 192 1085 114 1 -1392 4955 % L i g h t s 98 . 1 97 . 9 98 . 7 - - 98 . 3 10 0 . 0 99 . 4 99 . 6 10 0 . 0 - 99 . 5 98 . 8 99 . 1 99 . 2 10 0 . 0 - 99 . 0 99.5 98.8 97.4 100.0 -98.8 99.0 Me d i u m s 2 5 5 0 - 12 0 7 1 0 - 8 2 3 1 0 - 6 1 12 3 0 -16 42 % M e d i u m s 1. 3 1. 5 1. 1 - - 1. 3 0. 0 0. 5 0. 4 0. 0 - 0. 4 0. 8 0. 9 0. 8 0. 0 - 0. 8 0.5 1.1 2.6 0.0 -1.1 0.8 Ar t i c u l a t e d T r u c k s 1 2 1 0 - 4 0 2 0 0 - 2 1 0 0 0 - 1 0 1 0 0 -1 8 % A r t i c u l a t e d Tr u c k s 0. 6 0. 6 0. 2 - - 0. 4 0. 0 0. 1 0. 0 0. 0 - 0. 1 0. 4 0. 0 0. 0 0. 0 - 0. 1 0.0 0.1 0.0 0.0 -0.1 0.2 Bi c y c l e s o n Cr o s s w a l k - - - - 0 - - - - - 0 - - - - - 1 - ----0 -- % B i c y c l e s o n Cr o s s w a l k - - - - - - - - - - 0. 0 - - - - - 10 0 . 0 - ------- Pe d e s t r i a n s - - - - 0 - - - - - 1 - - - - - 0 - ----0 -- % P e d e s t r i a n s - - - - - - - - - - 10 0 . 0 - - - - - 0. 0 - ------- GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SOUTHLAKE BLVD Site Code:Start Date: 10/18/2018 Page No: 4 Pe a k H o u r D a t a 10 / 1 8 / 2 0 1 8 4 : 4 5 P M En d i n g A t 10 / 1 8 / 2 0 1 8 5 : 4 5 P M Li g h t s Me d i u m s Ar t i c u l a t e d T r u c k s Bi c y c l e s o n C r o s s w a l k Pe d e s t r i a n s KI M B A L L A V E [ N ] Ou t In To t a l 78 0 93 2 17 1 2 5 12 17 0 4 4 0 0 0 0 0 0 78 5 94 8 17 3 3 44 8 33 1 15 3 0 0 5 5 2 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 45 4 33 8 15 6 0 0 R T L U P 1379 0 0 2 15 1362 Out 1924 0 0 2 8 1914 In 3303 0 0 4 23 3276 Total SOUTHLAKE BLVD [E] R 247 0 0 0 1 246 T 1543 0 0 2 7 1534 L 133 0 0 0 0 133 U 1 0 0 0 0 1 P 1 1 0 0 0 0 58 2 71 7 12 9 9 8 6 14 2 1 3 0 0 0 0 0 0 59 2 72 4 13 1 6 Ou t In To t a l KI M B A L L A V E [ S ] U L T R P 4 24 8 34 2 12 3 0 0 2 3 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 4 25 1 34 5 12 4 1 S O U T H L A K E B L V D [ W ] T o t a l 3 6 2 3 3 0 5 0 0 3 6 5 8 I n 1 3 9 2 1 6 1 0 0 1 4 0 9 O u t 2 2 3 1 1 4 4 0 0 2 2 4 9 1 0 0 0 0 1 U 1 9 2 1 0 0 0 1 9 3 L 1 0 8 5 1 2 1 0 0 1 0 9 8 T 1 1 4 3 0 0 0 1 1 7 R 0 0 0 0 0 0 P Tu r n i n g M o v e m e n t P e a k H o u r D a t a P l o t ( 4 : 4 5 P M ) GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SCHOOL EXIT Site Code:Start Date: 10/18/2018 Page No: 1 Tu r n i n g M o v e m e n t D a t a St a r t T i m e KI M B A L L A V E We s t b o u n d S t . KI M B A L L A V E SCHOOL EXIT So u t h b o u n d We s t b o u n d No r t h b o u n d Eastbound Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Left Thru Right U-Turn Peds App.Total Int. Total 7: 0 0 A M 0 60 0 0 0 60 0 0 0 0 0 0 0 60 0 0 0 60 4 0 8 0 0 12 132 7: 1 5 A M 0 69 0 0 0 69 0 0 0 0 0 0 0 44 0 0 0 44 0 0 1 0 0 1 114 7: 3 0 A M 0 75 0 0 0 75 0 0 0 0 0 0 0 85 0 0 0 85 8 0 2 0 0 10 170 7: 4 5 A M 0 10 6 0 0 0 10 6 0 0 0 0 0 0 0 13 4 0 0 0 13 4 16 0 27 0 0 43 283 Ho u r l y T o t a l 0 31 0 0 0 0 31 0 0 0 0 0 0 0 0 32 3 0 0 0 32 3 28 0 38 0 0 66 699 8: 0 0 A M 0 14 2 0 0 0 14 2 0 0 0 0 0 0 0 11 9 0 0 0 11 9 36 0 50 0 0 86 347 8: 1 5 A M 1 10 2 0 0 0 10 3 0 0 0 0 0 0 0 13 1 0 0 0 13 1 23 0 32 0 0 55 289 8: 3 0 A M 0 10 0 0 0 0 10 0 0 0 0 0 0 0 0 10 0 0 0 0 10 0 24 0 25 0 0 49 249 8: 4 5 A M 0 60 0 0 0 60 0 0 0 0 0 0 0 94 0 0 0 94 8 0 6 0 0 14 168 Ho u r l y T o t a l 1 40 4 0 0 0 40 5 0 0 0 0 0 0 0 44 4 0 0 0 44 4 91 0 113 0 0 204 1053 9: 0 0 A M 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 ** * B R E A K * * * - - - - - - - - - - - - - - - - - - ------- Ho u r l y T o t a l 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 2: 0 0 P M 0 77 0 0 0 77 0 0 0 0 0 0 0 80 0 0 0 80 4 0 3 0 0 7 164 2: 1 5 P M 0 93 0 0 0 93 0 0 0 0 0 0 0 89 0 0 0 89 4 0 2 0 33 6 188 2: 3 0 P M 0 81 0 0 0 81 0 0 0 0 0 0 0 74 0 0 0 74 5 0 2 0 0 7 162 2: 4 5 P M 0 78 0 0 0 78 0 0 0 0 0 0 0 84 0 0 0 84 10 0 9 0 0 19 181 Ho u r l y T o t a l 0 32 9 0 0 0 32 9 0 0 0 0 0 0 0 32 7 0 0 0 32 7 23 0 16 0 33 39 695 3: 0 0 P M 0 75 0 1 0 76 0 0 0 0 0 0 0 97 0 0 0 97 5 0 6 0 39 11 184 3: 1 5 P M 0 92 0 0 0 92 0 0 0 0 0 0 0 93 0 1 0 94 5 0 2 0 38 7 193 3: 3 0 P M 0 84 0 0 0 84 0 0 0 0 0 0 0 11 8 0 0 0 11 8 9 0 6 0 0 15 217 3: 4 5 P M 0 15 9 0 0 0 15 9 0 0 0 0 0 0 0 11 8 0 1 0 11 9 24 0 28 0 0 52 330 Ho u r l y T o t a l 0 41 0 0 1 0 41 1 0 0 0 0 0 0 0 42 6 0 2 0 42 8 43 0 42 0 77 85 924 4: 0 0 P M 0 75 0 0 0 75 0 0 0 0 0 0 0 11 9 0 0 0 11 9 10 0 10 0 0 20 214 4: 1 5 P M 0 85 0 0 0 85 0 0 0 0 0 0 0 12 5 0 0 0 12 5 8 0 8 0 0 16 226 4: 3 0 P M 0 80 0 1 0 81 0 0 0 0 0 0 0 14 1 0 1 0 14 2 13 0 9 0 0 22 245 4: 4 5 P M 0 12 1 0 0 0 12 1 0 0 0 0 0 0 0 14 4 0 0 0 14 4 9 0 13 0 0 22 287 Ho u r l y T o t a l 0 36 1 0 1 0 36 2 0 0 0 0 0 0 0 52 9 0 1 0 53 0 40 0 40 0 0 80 972 5: 0 0 P M 0 10 6 0 0 0 10 6 0 0 0 0 0 0 0 17 7 0 0 0 17 7 5 0 7 0 2 12 295 5: 1 5 P M 0 92 0 1 0 93 0 0 0 0 0 0 0 13 8 0 1 0 13 9 0 0 4 0 0 4 236 5: 3 0 P M 0 78 0 1 0 79 0 0 0 0 0 0 0 13 1 0 0 0 13 1 3 0 1 0 0 4 214 5: 4 5 P M 0 99 0 0 0 99 0 0 0 0 0 0 0 11 5 0 0 0 11 5 0 0 2 0 0 2 216 Ho u r l y T o t a l 0 37 5 0 2 0 37 7 0 0 0 0 0 0 0 56 1 0 1 0 56 2 8 0 14 0 2 22 961 6: 0 0 P M 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 Gr a n d T o t a l 1 21 8 9 0 4 0 21 9 4 0 0 0 0 0 0 0 26 1 0 0 4 0 26 1 4 233 0 263 0 112 496 5304 Ap p r o a c h % 0. 0 99 . 8 0. 0 0. 2 - - 0. 0 0. 0 0. 0 0. 0 - - 0. 0 99 . 8 0. 0 0. 2 - - 47.0 0.0 53.0 0.0 --- To t a l % 0. 0 41 . 3 0. 0 0. 1 - 41 . 4 0. 0 0. 0 0. 0 0. 0 - 0. 0 0. 0 49 . 2 0. 0 0. 1 - 49 . 3 4.4 0.0 5.0 0.0 -9.4 - Li g h t s 1 21 3 3 0 4 - 21 3 8 0 0 0 0 - 0 0 25 3 7 0 4 - 25 4 1 228 0 249 0 -477 5156 % L i g h t s 10 0 . 0 97 . 4 - 10 0 . 0 - 97 . 4 - - - - - - - 97 . 2 - 10 0 . 0 - 97 . 2 97.9 -94.7 --96.2 97.2 Me d i u m s 0 53 0 0 - 53 0 0 0 0 - 0 0 70 0 0 - 70 5 0 14 0 -19 142 % M e d i u m s 0. 0 2. 4 - 0. 0 - 2. 4 - - - - - - - 2. 7 - 0. 0 - 2. 7 2.1 -5.3 --3.8 2.7 Ar t i c u l a t e d T r u c k s 0 3 0 0 - 3 0 0 0 0 - 0 0 3 0 0 - 3 0 0 0 0 -0 6 % A r t i c u l a t e d Tr u c k s 0. 0 0. 1 - 0. 0 - 0. 1 - - - - - - - 0. 1 - 0. 0 - 0. 1 0.0 -0.0 --0.0 0.1 Bi c y c l e s o n Cr o s s w a l k - - - - 0 - - - - - 0 - - - - - 0 - ----2 -- % B i c y c l e s o n Cr o s s w a l k - - - - - - - - - - - - - - - - - - ----1.8 -- Pe d e s t r i a n s - - - - 0 - - - - - 0 - - - - - 0 - ----110 -- % P e d e s t r i a n s - - - - - - - - - - - - - - - - - - ----98.2 -- GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SCHOOL EXIT Site Code:Start Date: 10/18/2018 Page No: 3 10 / 1 8 / 2 0 1 8 7 : 0 0 A M En d i n g A t 10 / 1 8 / 2 0 1 8 6 : 1 5 P M Li g h t s Me d i u m s Ar t i c u l a t e d T r u c k s Bi c y c l e s o n C r o s s w a l k Pe d e s t r i a n s KI M B A L L A V E [ N ] Ou t In To t a l 27 6 9 21 3 8 49 0 7 75 53 12 8 3 3 6 0 0 0 0 0 0 28 4 7 21 9 4 50 4 1 0 21 3 3 1 4 0 0 53 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 21 8 9 1 4 0 R T L U P 1 0 0 0 0 1 Out 0 0 0 0 0 0 In 1 0 0 0 0 1 Total Westbound St. [E] R 0 0 0 0 0 0 T 0 0 0 0 0 0 L 0 0 0 0 0 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 23 8 6 25 4 1 49 2 7 67 70 13 7 3 3 6 0 0 0 0 0 0 24 5 6 26 1 4 50 7 0 Ou t In To t a l KI M B A L L A V E [ S ] U L T R P 4 0 25 3 7 0 0 0 0 70 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 26 1 0 0 0 S C H O O L E X I T [ W ] T o t a l 4 7 7 1 9 0 0 0 4 9 6 I n 4 7 7 1 9 0 0 0 4 9 6 O u t 0 0 0 0 0 0 0 0 0 0 0 0 U 2 2 8 5 0 0 0 2 3 3 L 0 0 0 0 0 0 T 2 4 9 1 4 0 0 0 2 6 3 R 0 0 0 2 1 1 0 1 1 2 P Tu r n i n g M o v e m e n t D a t a P l o t GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SCHOOL EXIT Site Code:Start Date: 10/18/2018 Page No: 4 Tu r n i n g M o v e m e n t P e a k H o u r D a t a ( 7 : 4 5 A M ) St a r t T i m e KI M B A L L A V E We s t b o u n d S t . KI M B A L L A V E SCHOOL EXIT So u t h b o u n d We s t b o u n d No r t h b o u n d Eastbound Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Left Thru Right U-Turn Peds App.Total Int. Total 7: 4 5 A M 0 10 6 0 0 0 10 6 0 0 0 0 0 0 0 13 4 0 0 0 13 4 16 0 27 0 0 43 283 8: 0 0 A M 0 14 2 0 0 0 14 2 0 0 0 0 0 0 0 11 9 0 0 0 11 9 36 0 50 0 0 86 347 8: 1 5 A M 1 10 2 0 0 0 10 3 0 0 0 0 0 0 0 13 1 0 0 0 13 1 23 0 32 0 0 55 289 8: 3 0 A M 0 10 0 0 0 0 10 0 0 0 0 0 0 0 0 10 0 0 0 0 10 0 24 0 25 0 0 49 249 To t a l 1 45 0 0 0 0 45 1 0 0 0 0 0 0 0 48 4 0 0 0 48 4 99 0 134 0 0 233 1168 Ap p r o a c h % 0. 2 99 . 8 0. 0 0. 0 - - 0. 0 0. 0 0. 0 0. 0 - - 0. 0 10 0 . 0 0. 0 0. 0 - - 42.5 0.0 57.5 0.0 --- To t a l % 0. 1 38 . 5 0. 0 0. 0 - 38 . 6 0. 0 0. 0 0. 0 0. 0 - 0. 0 0. 0 41 . 4 0. 0 0. 0 - 41 . 4 8.5 0.0 11.5 0.0 -19.9 - PH F 0. 2 5 0 0. 7 9 2 0. 0 0 0 0. 0 0 0 - 0. 7 9 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. 9 0 3 0. 0 0 0 0. 0 0 0 - 0. 9 0 3 0.688 0.000 0.670 0.000 -0.677 0.841 Li g h t s 1 44 3 0 0 - 44 4 0 0 0 0 - 0 0 47 8 0 0 - 47 8 99 0 133 0 -232 1154 % L i g h t s 10 0 . 0 98 . 4 - - - 98 . 4 - - - - - - - 98 . 8 - - - 98 . 8 100.0 -99.3 --99.6 98.8 Me d i u m s 0 7 0 0 - 7 0 0 0 0 - 0 0 6 0 0 - 6 0 0 1 0 -1 14 % M e d i u m s 0. 0 1. 6 - - - 1. 6 - - - - - - - 1. 2 - - - 1. 2 0.0 -0.7 --0.4 1.2 Ar t i c u l a t e d T r u c k s 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 -0 0 % A r t i c u l a t e d Tr u c k s 0. 0 0. 0 - - - 0. 0 - - - - - - - 0. 0 - - - 0. 0 0.0 -0.0 --0.0 0.0 Bi c y c l e s o n Cr o s s w a l k - - - - 0 - - - - - 0 - - - - - 0 - ----0 -- % B i c y c l e s o n Cr o s s w a l k - - - - - - - - - - - - - - - - - - ------- Pe d e s t r i a n s - - - - 0 - - - - - 0 - - - - - 0 - ----0 -- % P e d e s t r i a n s - - - - - - - - - - - - - - - - - - ------- GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SCHOOL EXIT Site Code:Start Date: 10/18/2018 Page No: 5 Pe a k H o u r D a t a 10 / 1 8 / 2 0 1 8 7 : 4 5 A M En d i n g A t 10 / 1 8 / 2 0 1 8 8 : 4 5 A M Li g h t s Me d i u m s Ar t i c u l a t e d T r u c k s Bi c y c l e s o n C r o s s w a l k Pe d e s t r i a n s KI M B A L L A V E [ N ] Ou t In To t a l 57 7 44 4 10 2 1 6 7 13 0 0 0 0 0 0 0 0 0 58 3 45 1 10 3 4 0 44 3 1 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 0 1 0 0 R T L U P 1 0 0 0 0 1 Out 0 0 0 0 0 0 In 1 0 0 0 0 1 Total Westbound St. [E] R 0 0 0 0 0 0 T 0 0 0 0 0 0 L 0 0 0 0 0 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 57 6 47 8 10 5 4 8 6 14 0 0 0 0 0 0 0 0 0 58 4 48 4 10 6 8 Ou t In To t a l KI M B A L L A V E [ S ] U L T R P 0 0 47 8 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 48 4 0 0 S C H O O L E X I T [ W ] T o t a l 2 3 2 1 0 0 0 2 3 3 I n 2 3 2 1 0 0 0 2 3 3 O u t 0 0 0 0 0 0 0 0 0 0 0 0 U 9 9 0 0 0 0 9 9 L 0 0 0 0 0 0 T 1 3 3 1 0 0 0 1 3 4 R 0 0 0 0 0 0 P Tu r n i n g M o v e m e n t P e a k H o u r D a t a P l o t ( 7 : 4 5 A M ) GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SCHOOL EXIT Site Code:Start Date: 10/18/2018 Page No: 6 Tu r n i n g M o v e m e n t P e a k H o u r D a t a ( 4 : 3 0 P M ) St a r t T i m e KI M B A L L A V E We s t b o u n d S t . KI M B A L L A V E SCHOOL EXIT So u t h b o u n d We s t b o u n d No r t h b o u n d Eastbound Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Le f t Th r u Ri g h t U- T u r n Pe d s Ap p . To t a l Left Thru Right U-Turn Peds App.Total Int. Total 4: 3 0 P M 0 80 0 1 0 81 0 0 0 0 0 0 0 14 1 0 1 0 14 2 13 0 9 0 0 22 245 4: 4 5 P M 0 12 1 0 0 0 12 1 0 0 0 0 0 0 0 14 4 0 0 0 14 4 9 0 13 0 0 22 287 5: 0 0 P M 0 10 6 0 0 0 10 6 0 0 0 0 0 0 0 17 7 0 0 0 17 7 5 0 7 0 2 12 295 5: 1 5 P M 0 92 0 1 0 93 0 0 0 0 0 0 0 13 8 0 1 0 13 9 0 0 4 0 0 4 236 To t a l 0 39 9 0 2 0 40 1 0 0 0 0 0 0 0 60 0 0 2 0 60 2 27 0 33 0 2 60 1063 Ap p r o a c h % 0. 0 99 . 5 0. 0 0. 5 - - 0. 0 0. 0 0. 0 0. 0 - - 0. 0 99 . 7 0. 0 0. 3 - - 45.0 0.0 55.0 0.0 --- To t a l % 0. 0 37 . 5 0. 0 0. 2 - 37 . 7 0. 0 0. 0 0. 0 0. 0 - 0. 0 0. 0 56 . 4 0. 0 0. 2 - 56 . 6 2.5 0.0 3.1 0.0 -5.6 - PH F 0. 0 0 0 0. 8 2 4 0. 0 0 0 0. 5 0 0 - 0. 8 2 9 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. 8 4 7 0. 0 0 0 0. 5 0 0 - 0. 8 5 0 0.519 0.000 0.635 0.000 -0.682 0.901 Li g h t s 0 38 6 0 2 - 38 8 0 0 0 0 - 0 0 59 1 0 2 - 59 3 27 0 33 0 -60 1041 % L i g h t s - 96 . 7 - 10 0 . 0 - 96 . 8 - - - - - - - 98 . 5 - 10 0 . 0 - 98 . 5 100.0 -100.0 --100.0 97.9 Me d i u m s 0 12 0 0 - 12 0 0 0 0 - 0 0 8 0 0 - 8 0 0 0 0 -0 20 % M e d i u m s - 3. 0 - 0. 0 - 3. 0 - - - - - - - 1. 3 - 0. 0 - 1. 3 0.0 -0.0 --0.0 1.9 Ar t i c u l a t e d T r u c k s 0 1 0 0 - 1 0 0 0 0 - 0 0 1 0 0 - 1 0 0 0 0 -0 2 % A r t i c u l a t e d Tr u c k s - 0. 3 - 0. 0 - 0. 2 - - - - - - - 0. 2 - 0. 0 - 0. 2 0.0 -0.0 --0.0 0.2 Bi c y c l e s o n Cr o s s w a l k - - - - 0 - - - - - 0 - - - - - 0 - ----2 -- % B i c y c l e s o n Cr o s s w a l k - - - - - - - - - - - - - - - - - - ----100.0 -- Pe d e s t r i a n s - - - - 0 - - - - - 0 - - - - - 0 - ----0 -- % P e d e s t r i a n s - - - - - - - - - - - - - - - - - - ----0.0 -- GR A M T r a f f i c N T X I n c . 11 2 0 W . L o v e r s L a n e Ar l i n g t o n , T e x a s , U n i t e d S t a t e s 7 6 0 1 3 81 7 . 2 6 5 . 8 9 6 8 j o h n @ g r a m n t x . c o m Count Name: KIMBALL AVE @ SCHOOL EXIT Site Code:Start Date: 10/18/2018 Page No: 7 Pe a k H o u r D a t a 10 / 1 8 / 2 0 1 8 4 : 3 0 P M En d i n g A t 10 / 1 8 / 2 0 1 8 5 : 3 0 P M Li g h t s Me d i u m s Ar t i c u l a t e d T r u c k s Bi c y c l e s o n C r o s s w a l k Pe d e s t r i a n s KI M B A L L A V E [ N ] Ou t In To t a l 62 0 38 8 10 0 8 8 12 20 1 1 2 0 0 0 0 0 0 62 9 40 1 10 3 0 0 38 6 0 2 0 0 12 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 9 0 2 0 R T L U P 0 0 0 0 0 0 Out 0 0 0 0 0 0 In 0 0 0 0 0 0 Total Westbound St. [E] R 0 0 0 0 0 0 T 0 0 0 0 0 0 L 0 0 0 0 0 0 U 0 0 0 0 0 0 P 0 0 0 0 0 0 42 1 59 3 10 1 4 12 8 20 1 1 2 0 0 0 0 0 0 43 4 60 2 10 3 6 Ou t In To t a l KI M B A L L A V E [ S ] U L T R P 2 0 59 1 0 0 0 0 8 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 60 0 0 0 S C H O O L E X I T [ W ] T o t a l 6 0 0 0 0 0 6 0 I n 6 0 0 0 0 0 6 0 O u t 0 0 0 0 0 0 0 0 0 0 0 0 U 2 7 0 0 0 0 2 7 L 0 0 0 0 0 0 T 3 3 0 0 0 0 3 3 R 0 0 0 2 0 2 P Tu r n i n g M o v e m e n t P e a k H o u r D a t a P l o t ( 4 : 3 0 P M ) Trip Generation Project Name:Kimball Avenue Office Southlake No: Date:11/7/2018 City:Southlake State/Province:Texas Zip/Postal Code: Country: Client Name:495 S. Kimball, LLC Analyst's Name:Wright Edition:ITE-TGM 10th Edition Land Use Size Entry Exit Entry Exit Entry Exit 710 - General Office Building (General Urban/Suburban) 36 1000 Sq. Ft. GFA 197 197 52 8 7 36 Reduction 0 0 0 0 0 0 Internal 0 0 0 0 0 0 Pass-by 0 0 0 0 0 0 Non-pass-by 197 197 52 8 7 36 Total 197 197 52 8 7 36 Total Reduction 0 0 0 0 0 0 Total Internal 0 0 0 0 0 0 Total Pass-by 0 0 0 0 0 0 Total Non-pass-by 197 197 52 8 7 36 Project Information Weekday Weekday, AM Peak Hour Weekday, PM Peak Hour Trip Distribution Traffic Increase Kimball Office Southlake, TX Future extended linear growth = 4.50% per year Southlake - Kimball Existing Site Trips 2020 AM PM SAT AM PM SAT AM PM SAT AM PM SAT LT 329 194 0 359 212 0 359 212 0 EB TH 1459 1098 0 1593 1199 0 1593 1199 0 EB RT 295 117 0 322 128 0 10 1 332 129 0 LT 85 134 0 93 146 0 4 1 97 147 0 WB TH 537 1543 0 586 1685 0 586 1685 0 WB RT 76 247 0 83 270 0 83 270 0 LT 198 255 0 216 278 0 2 7 218 285 0 NB TH 250 345 0 273 377 0 2 8 275 385 0 NB RT 100 124 0 109 135 0 0 3 109 138 0 LT 159 156 0 174 170 0 174 170 0 SB TH 283 338 0 309 369 0 12 2 321 371 0 SB RT 390 454 0 426 496 0 426 496 0 Kimball Ave - Project Access Site Trips 2020 AM PM SAT AM PM SAT AM PM SAT AM PM SAT LT 99 27 0 99 27 0 99 27 0 EB TH 0 0 0 0 0 0 0 0 0 EB RT 134 33 0 134 33 0 134 33 0 LT 0 0 0 0 0 0 4 18 4 18 0 WB TH 0 0 0 0 0 0 0 0 0 WB RT 0 0 0 0 0 0 4 18 4 18 0 LT 0 0 0 0 0 0 0 0 0 NB TH 484 600 0 529 655 0 529 655 0 NB RT 0 0 0 0 0 0 26 3 26 3 0 LT 0 0 0 0 0 0 26 3 26 3 0 SB TH 450 399 0 491 436 0 491 436 0 SB RT 0 0 0 0 0 0 0 0 0 Total Trips 2020 Total Trips 20202020 2020 Capacity Analysis Southlake Boulevard (FM 1709) & Kimball Avenue Lanes, Volumes, Timings 2018 Existing AM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/05/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 329 1459 295 85 537 76 198 250 100 159 283 390 Future Volume (vph) 329 1459 295 85 537 76 198 250 100 159 283 390 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 140 350 170 180 0 145 727 Storage Lanes 1 1 1 1 1 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.957 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 5085 1568 1787 4940 1553 1770 3349 0 1703 3539 1568 Flt Permitted 0.320 0.107 0.950 0.950 Satd. Flow (perm) 596 5085 1568 201 4940 1553 1770 3349 0 1703 3539 1568 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 153 132 37 396 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1070 1045 1938 781 Travel Time (s) 24.3 23.8 44.0 17.8 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% 3% 1% 5% 4% 2% 4% 1% 6% 2% 3% Adj. Flow (vph) 350 1552 314 90 571 81 211 266 106 169 301 415 Shared Lane Traffic (%) Lane Group Flow (vph) 350 1552 314 90 571 81 211 372 0 169 301 415 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Perm Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 2 2 6 6 4 Detector Phase 5 2 2 1 6 6 8 8 4 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 20.0 10.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 33.0 59.0 59.0 14.0 40.0 40.0 31.0 31.0 36.0 36.0 36.0 Total Split (%) 23.6% 42.1% 42.1% 10.0% 28.6% 28.6% 22.1% 22.1% 25.7% 25.7% 25.7% Maximum Green (s) 28.0 54.0 54.0 9.0 35.0 35.0 26.0 26.0 31.0 31.0 31.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min Min Min Min Min Lanes, Volumes, Timings 2018 Existing AM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/05/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 63.0 49.8 49.8 45.5 37.5 37.5 20.0 20.0 20.4 20.4 20.4 Actuated g/C Ratio 0.53 0.42 0.42 0.38 0.32 0.32 0.17 0.17 0.17 0.17 0.17 v/c Ratio 0.68 0.73 0.42 0.49 0.37 0.14 0.71 0.63 0.58 0.50 0.70 Control Delay 25.5 32.7 15.2 32.0 34.8 1.3 62.7 47.6 55.3 48.5 12.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.5 32.7 15.2 32.0 34.8 1.3 62.7 47.6 55.3 48.5 12.3 LOS C C B C C A E D E D B Approach Delay 29.1 30.8 53.1 32.8 Approach LOS C C D C Queue Length 50th (ft) 152 361 81 33 123 0 161 132 127 116 13 Queue Length 95th (ft) 281 516 190 90 202 6 270 203 209 170 117 Internal Link Dist (ft) 990 965 1858 701 Turn Bay Length (ft) 300 140 350 170 180 145 727 Base Capacity (vph) 601 2384 816 203 1625 599 399 784 458 952 711 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.58 0.65 0.38 0.44 0.35 0.14 0.53 0.47 0.37 0.32 0.58 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 118.8 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 33.3 Intersection LOS: C Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: Kimball Ave & Southlake Blvd (FM 1709) Lanes, Volumes, Timings 2018 Existing PM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/05/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 194 1098 117 134 1543 247 255 345 124 156 338 454 Future Volume (vph) 194 1098 117 134 1543 247 255 345 124 156 338 454 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 140 350 170 180 0 145 727 Storage Lanes 1 1 1 1 1 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.960 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 5136 1568 1805 5136 1599 1787 3431 0 1787 3539 1599 Flt Permitted 0.077 0.158 0.950 0.950 Satd. Flow (perm) 145 5136 1568 300 5136 1599 1787 3431 0 1787 3539 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 94 135 31 185 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1070 1045 1938 781 Travel Time (s) 24.3 23.8 44.0 17.8 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 3% 0% 1% 1% 1% 1% 1% 1% 2% 1% Adj. Flow (vph) 200 1132 121 138 1591 255 263 356 128 161 348 468 Shared Lane Traffic (%) Lane Group Flow (vph) 200 1132 121 138 1591 255 263 484 0 161 348 468 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Perm Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 2 2 6 6 4 Detector Phase 5 2 2 1 6 6 8 8 4 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 20.0 10.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 19.0 57.0 57.0 16.0 54.0 54.0 29.0 29.0 38.0 38.0 38.0 Total Split (%) 13.6% 40.7% 40.7% 11.4% 38.6% 38.6% 20.7% 20.7% 27.1% 27.1% 27.1% Maximum Green (s) 14.0 52.0 52.0 11.0 49.0 49.0 24.0 24.0 33.0 33.0 33.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min Min Min Min Min Lanes, Volumes, Timings 2018 Existing PM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/05/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 65.7 52.0 52.0 58.3 48.3 48.3 22.9 22.9 30.8 30.8 30.8 Actuated g/C Ratio 0.48 0.38 0.38 0.43 0.36 0.36 0.17 0.17 0.23 0.23 0.23 v/c Ratio 0.85 0.58 0.18 0.57 0.87 0.39 0.87 0.80 0.40 0.43 0.93 Control Delay 63.8 35.3 9.5 30.1 47.7 17.3 83.8 62.3 48.3 47.1 56.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 63.8 35.3 9.5 30.1 47.7 17.3 83.8 62.3 48.3 47.1 56.6 LOS E D A C D B F E D D E Approach Delay 37.0 42.5 69.9 51.8 Approach LOS D D E D Queue Length 50th (ft) 129 302 16 68 498 78 236 211 124 142 270 Queue Length 95th (ft) #270 352 60 110 565 154 #387 276 194 192 #476 Internal Link Dist (ft) 990 965 1858 701 Turn Bay Length (ft) 300 140 350 170 180 145 727 Base Capacity (vph) 240 1982 663 253 1860 665 317 634 436 863 530 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.83 0.57 0.18 0.55 0.86 0.38 0.83 0.76 0.37 0.40 0.88 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 135.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.93 Intersection Signal Delay: 46.7 Intersection LOS: D Intersection Capacity Utilization 84.6% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Kimball Ave & Southlake Blvd (FM 1709) Lanes, Volumes, Timings 2020 Full Build AM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/07/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 359 1593 332 97 586 83 218 275 109 174 321 426 Future Volume (vph) 359 1593 332 97 586 83 218 275 109 174 321 426 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 140 350 170 180 0 145 727 Storage Lanes 1 1 1 1 1 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.957 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 5085 1568 1787 4940 1553 1770 3349 0 1703 3539 1568 Flt Permitted 0.283 0.110 0.950 0.950 Satd. Flow (perm) 527 5085 1568 207 4940 1553 1770 3349 0 1703 3539 1568 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 157 132 37 380 Link Speed (mph) 45 45 35 35 Link Distance (ft) 1070 1045 1938 781 Travel Time (s) 16.2 15.8 37.8 15.2 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% 3% 1% 5% 4% 2% 4% 1% 6% 2% 3% Adj. Flow (vph) 382 1695 353 103 623 88 232 293 116 185 341 453 Shared Lane Traffic (%) Lane Group Flow (vph) 382 1695 353 103 623 88 232 409 0 185 341 453 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Perm Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 2 2 6 6 4 Detector Phase 5 2 2 1 6 6 8 8 4 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 20.0 10.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 33.0 59.0 59.0 14.0 40.0 40.0 31.0 31.0 36.0 36.0 36.0 Total Split (%) 23.6% 42.1% 42.1% 10.0% 28.6% 28.6% 22.1% 22.1% 25.7% 25.7% 25.7% Maximum Green (s) 28.0 54.0 54.0 9.0 35.0 35.0 26.0 26.0 31.0 31.0 31.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min Min Min Min Min Lanes, Volumes, Timings 2020 Full Build AM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/07/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 63.9 50.5 50.5 44.6 36.3 36.3 21.1 21.1 21.8 21.8 21.8 Actuated g/C Ratio 0.52 0.41 0.41 0.36 0.30 0.30 0.17 0.17 0.18 0.18 0.18 v/c Ratio 0.76 0.81 0.48 0.57 0.42 0.16 0.76 0.67 0.61 0.54 0.77 Control Delay 30.0 36.5 17.6 37.5 37.9 2.2 66.7 50.1 56.9 49.9 18.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 30.0 36.5 17.6 37.5 37.9 2.2 66.7 50.1 56.9 49.9 18.7 LOS C D B D D A E D E D B Approach Delay 32.7 34.0 56.1 36.8 Approach LOS C C E D Queue Length 50th (ft) 185 444 112 42 150 0 185 153 144 137 53 Queue Length 95th (ft) 311 584 228 #107 221 12 296 224 228 192 186 Internal Link Dist (ft) 990 965 1858 701 Turn Bay Length (ft) 300 140 350 170 180 145 727 Base Capacity (vph) 567 2304 796 196 1530 572 386 759 443 920 689 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.67 0.74 0.44 0.53 0.41 0.15 0.60 0.54 0.42 0.37 0.66 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 122.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 36.8 Intersection LOS: D Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Kimball Ave & Southlake Blvd (FM 1709) Lanes, Volumes, Timings 2020 Full Build PM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/07/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 212 1199 129 147 1685 270 285 385 138 170 371 496 Future Volume (vph) 212 1199 129 147 1685 270 285 385 138 170 371 496 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 140 350 170 180 0 145 727 Storage Lanes 1 1 1 1 1 0 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.850 0.850 0.960 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 5136 1568 1805 5136 1599 1787 3431 0 1787 3539 1599 Flt Permitted 0.076 0.123 0.950 0.950 Satd. Flow (perm) 143 5136 1568 234 5136 1599 1787 3431 0 1787 3539 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 94 135 31 176 Link Speed (mph) 45 45 35 35 Link Distance (ft) 1070 1045 1938 781 Travel Time (s) 16.2 15.8 37.8 15.2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 3% 0% 1% 1% 1% 1% 1% 1% 2% 1% Adj. Flow (vph) 219 1236 133 152 1737 278 294 397 142 175 382 511 Shared Lane Traffic (%) Lane Group Flow (vph) 219 1236 133 152 1737 278 294 539 0 175 382 511 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Split NA Perm Protected Phases 5 2 1 6 8 8 4 4 Permitted Phases 2 2 6 6 4 Detector Phase 5 2 2 1 6 6 8 8 4 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 20.0 20.0 10.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 19.0 57.0 57.0 16.0 54.0 54.0 29.0 29.0 38.0 38.0 38.0 Total Split (%) 13.6% 40.7% 40.7% 11.4% 38.6% 38.6% 20.7% 20.7% 27.1% 27.1% 27.1% Maximum Green (s) 14.0 52.0 52.0 11.0 49.0 49.0 24.0 24.0 33.0 33.0 33.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Min Min Min Min Min Lanes, Volumes, Timings 2020 Full Build PM Peak 1: Kimball Ave & Southlake Blvd (FM 1709)11/07/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Act Effct Green (s) 66.4 52.5 52.5 59.5 49.0 49.0 24.0 24.0 33.0 33.0 33.0 Actuated g/C Ratio 0.47 0.38 0.38 0.42 0.35 0.35 0.17 0.17 0.24 0.24 0.24 v/c Ratio 0.94 0.64 0.21 0.70 0.97 0.43 0.96 0.88 0.42 0.46 1.00 Control Delay 83.7 38.0 10.9 40.4 59.3 19.5 99.5 69.8 48.9 48.0 74.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 83.7 38.0 10.9 40.4 59.3 19.5 99.5 69.8 48.9 48.0 74.6 LOS F D B D E B F E D D E Approach Delay 42.0 52.9 80.3 60.9 Approach LOS D D F E Queue Length 50th (ft) 149 339 23 76 568 96 269 241 136 157 335 Queue Length 95th (ft) #313 392 69 #143 #676 178 #453 #338 211 210 #580 Internal Link Dist (ft) 990 965 1858 701 Turn Bay Length (ft) 300 140 350 170 180 145 727 Base Capacity (vph) 232 1925 646 223 1797 647 306 613 421 834 511 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.94 0.64 0.21 0.68 0.97 0.43 0.96 0.88 0.42 0.46 1.00 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.00 Intersection Signal Delay: 55.4 Intersection LOS: E Intersection Capacity Utilization 91.6% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Kimball Ave & Southlake Blvd (FM 1709) Kimball Avenue & Project Access / School HCM 2010 TWSC 2018 Existing AM Peak 6: Kimball Ave & School Exit 11/05/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 99 0 134 0 0 0 0 484 0 1 450 0 Future Vol, veh/h 99 0 134 0 0 0 0 484 0 1 450 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 2 0 Mvmt Flow 118 0 160 0 0 0 0 576 0 1 536 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 826 - 268 846 1114 288 - 0 0 576 0 0 Stage 1 538 - - 576 576 - - - - - - - Stage 2 288 - - 270 538 - - - - - - - Critical Hdwy 7.5 - 6.9 7.5 6.5 6.9 - - - 4.1 - - Critical Hdwy Stg 1 6.5 - - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 - - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 - 3.3 3.5 4 3.3 - - - 2.2 - - Pot Cap-1 Maneuver 268 0 736 259 210 715 0 - - 1007 - 0 Stage 1 500 0 - 475 505 - 0 - - - - 0 Stage 2 701 0 - 718 526 - 0 - - - - 0 Platoon blocked, % - - - Mov Cap-1 Maneuver 268 - 736 203 210 715 - - - 1007 - - Mov Cap-2 Maneuver 268 - - 203 210 - - - - - - - Stage 1 500 - - 475 505 - - - - - - - Stage 2 701 - - 562 525 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.6 0 0 0 HCM LOS C A Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2WBLn1 SBL SBT Capacity (veh/h) - - 268 736 - 1007 - HCM Lane V/C Ratio - - 0.44 0.217 - 0.001 - HCM Control Delay (s) - - 28.6 11.2 0 8.6 - HCM Lane LOS - - D B A A - HCM 95th %tile Q(veh) - - 2.1 0.8 - 0 - HCM 2010 TWSC 2018 Existing PM Peak 6: Kimball Ave & School Exit 11/05/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 0 33 0 0 0 0 399 0 0 600 0 Future Vol, veh/h 27 0 33 0 0 0 0 399 0 0 600 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 0 0 0 0 0 2 0 0 3 0 Mvmt Flow 30 0 37 0 0 0 0 443 0 0 667 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 889 - 334 777 1110 222 - 0 0 443 0 0 Stage 1 667 - - 443 443 - - - - - - - Stage 2 222 - - 334 667 - - - - - - - Critical Hdwy 7.5 - 6.9 7.5 6.5 6.9 - - - 4.1 - - Critical Hdwy Stg 1 6.5 - - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 - - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 - 3.3 3.5 4 3.3 - - - 2.2 - - Pot Cap-1 Maneuver 241 0 668 290 211 788 0 - - 1128 - 0 Stage 1 419 0 - 569 579 - 0 - - - - 0 Stage 2 766 0 - 659 460 - 0 - - - - 0 Platoon blocked, % - - - Mov Cap-1 Maneuver 241 - 668 274 211 788 - - - 1128 - - Mov Cap-2 Maneuver 241 - - 274 211 - - - - - - - Stage 1 419 - - 569 579 - - - - - - - Stage 2 766 - - 623 460 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.8 0 0 0 HCM LOS C A Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2WBLn1 SBL SBT Capacity (veh/h) - - 241 668 - 1128 - HCM Lane V/C Ratio - - 0.124 0.055 - - - HCM Control Delay (s) - - 22.1 10.7 0 0 - HCM Lane LOS - - C B A A - HCM 95th %tile Q(veh) - - 0.4 0.2 - 0 - HCM 2010 TWSC 2020 Full Build AM Peak 6: Kimball Ave & School Exit 11/07/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Intersection Int Delay, s/veh 5.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 99 0 134 18 0 18 0 529 26 26 491 0 Future Vol, veh/h 99 0 134 18 0 18 0 529 26 26 491 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 2 0 Mvmt Flow 118 0 160 21 0 21 0 630 31 31 585 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 962 - 293 1001 1293 331 - 0 0 661 0 0 Stage 1 647 - - 646 646 - - - - - - - Stage 2 315 - - 355 647 - - - - - - - Critical Hdwy 7.5 - 6.9 7.5 6.5 6.9 - - - 4.1 - - Critical Hdwy Stg 1 6.5 - - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 - - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 - 3.3 3.5 4 3.3 - - - 2.2 - - Pot Cap-1 Maneuver 213 0 709 200 164 671 0 - - 937 - 0 Stage 1 431 0 - 431 470 - 0 - - - - 0 Stage 2 676 0 - 641 470 - 0 - - - - 0 Platoon blocked, % - - - Mov Cap-1 Maneuver 201 - 709 151 159 671 - - - 937 - - Mov Cap-2 Maneuver 201 - - 151 159 - - - - - - - Stage 1 431 - - 431 470 - - - - - - - Stage 2 654 - - 480 454 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.9 22.6 0 0.5 HCM LOS D C Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2WBLn1 SBL SBT Capacity (veh/h) - - 201 709 247 937 - HCM Lane V/C Ratio - - 0.586 0.225 0.174 0.033 - HCM Control Delay (s) - - 45.5 11.5 22.6 9 - HCM Lane LOS - - E B C A - HCM 95th %tile Q(veh) - - 3.2 0.9 0.6 0.1 - HCM 2010 TWSC 2020 Full Build PM Peak 6: Kimball Ave & School Exit 11/07/2018 Southlake Kimball Office Development 11/05/2018 Synchro 10 Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 0 33 18 0 18 0 655 3 3 436 0 Future Vol, veh/h 27 0 33 18 0 18 0 655 3 3 436 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - 0 - - - - - - 100 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 0 0 0 0 0 2 0 0 3 0 Mvmt Flow 30 0 37 20 0 20 0 728 3 3 484 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 854 - 242 978 1220 366 - 0 0 731 0 0 Stage 1 490 - - 730 730 - - - - - - - Stage 2 364 - - 248 490 - - - - - - - Critical Hdwy 7.5 - 6.9 7.5 6.5 6.9 - - - 4.1 - - Critical Hdwy Stg 1 6.5 - - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 - - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 - 3.3 3.5 4 3.3 - - - 2.2 - - Pot Cap-1 Maneuver 256 0 765 208 182 637 0 - - 883 - 0 Stage 1 534 0 - 384 431 - 0 - - - - 0 Stage 2 633 0 - 740 552 - 0 - - - - 0 Platoon blocked, % - - - Mov Cap-1 Maneuver 247 - 765 198 181 637 - - - 883 - - Mov Cap-2 Maneuver 247 - - 198 181 - - - - - - - Stage 1 534 - - 384 431 - - - - - - - Stage 2 613 - - 702 550 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.2 18.7 0 0.1 HCM LOS C C Minor Lane/Major Mvmt NBT NBR EBLn1 EBLn2WBLn1 SBL SBT Capacity (veh/h) - - 247 765 302 883 - HCM Lane V/C Ratio - - 0.121 0.048 0.132 0.004 - HCM Control Delay (s) - - 21.6 9.9 18.7 9.1 - HCM Lane LOS - - C A C A - HCM 95th %tile Q(veh) - - 0.4 0.2 0.5 0 -