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HomeMy WebLinkAboutKECHTER FARM MIXED-USE TOWNHOMES - FDP210021 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY This document, together with the concepts and recommendations presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization from Kellar Engineering LLC shall be without liability to Kellar Engineering LLC. Kechter Townhomes SW Quadrant of Trilby Road and Ziegler Road, Fort Collins, CO Traffic Impact Study KE Job #2021-014 Prepared for: Black Timber Land Company 417 Jefferson St Fort Collins, CO 80524 Prepared by: skellar@kellarengineering.com www.kellarengineering.com 970.219.1602 phone February 26, 2021 Sean K. Kellar, PE, PTOE Kechter Farm Townhomes TIS -Page 1 TABLE OF CONTENTS Page 1.0 Introduction 3 2.0 Existing Conditions and Roadway Network 3 2.1 Recent Traffic Volumes 3 3.0 Pedestrian Facilities 6 4.0 Proposed Development 6 4.1 Trip Generation 6 4.2 Trip Distribution 6 4.3 Traffic Assignment 7 4.4 Short Range Total Peak Hour Traffic 7 5.0 Traffic Operation Analysis 7 5.1 Analysis Methodology 7 5.2 Intersection Operational Analysis 8 5.3 Access and Intersection Recommendations 8 6.0 Findings 17 List of Figures: Page Figure 1: Vicinity Map 4 Figure 2: Site Plan 5 Figure 3: Recent Peak Hour Traffic 10 Figure 4: 2025 Background Peak Hour Traffic 11 Figure 5: Trip Distribution 12 Figure 6: Site Generated Traffic 13 Figure 7: 2025 Short Range Total Peak Hour Traffic 14 Kechter Farm Townhomes TIS -Page 2 TABLE OF CONTENTS (continued) List of Tables: Page Table 1: Trip Generation 9 Table 2: Recent Peak Hour Operations 15 Table 3: 2025 Background Peak Hour LOS Operations 15 Table 4: 2025 Short Range Total Peak Hour LOS Operations 16 Appendices: Page Appendix A: Recent Traffic Counts 19 Appendix B: TIS Scoping 22 Appendix C: ITE Code 220 26 Appendix D: Level of Service (LOS) Tables 31 Appendix E: Aerial Image 32 Appendix F: HCM Calculations (Synchro) 34 Kechter Farm Townhomes TIS -Page 3 1.0 Introduction This Traffic Impact Study (TIS) is for the proposed Kechter Townhomes project located at the southwest quadrant of Trilby Road and Ziegler Road in Fort Collins, CO. The purpose of this TIS is to identify project traffic generation characteristics, to identify potential traffic related impacts on the adjacent street system, and to develop mitigation measures required for identified traffic impacts. Kellar Engineering LLC (KE) has prepared the TIS to document the results of anticipated traffic conditions in accordance with the Larimer County Urban Area Street Standards (LCUASS) and to identify any projected impacts to the transportation system. The project is anticipated to generate approximately 198 daily weekday trips, 13 AM total peak hour trips, and 16 PM total peak hour trips. See Table 1: Trip Generation. 2.0 Existing Conditions and Roadway Network The project site is located at the southwest quadrant of the Trilby Road/Ziegler Road intersection. Trilby Road is classified as a 2-lane Collector adjacent to the project site on the Fort Collins Master Street Plan. This portion of Trilby Road currently has a thru lane each direction, bike lanes, detached sidewalks, and a posted speed of 25 mph adjacent to the project site. Ziegler Road is classified as a 2-lane Collector north of the Trilby Road/Ziegler Road intersection and unclassified south of the Trilby Road/Ziegler Road intersection on the Fort Collins Master Street Plan. This portion of Trilby Road currently has a thru lane each direction, bike lanes, detached sidewalks, and a posted speed of 30 mph adjacent to the project site. See Figure 1: Vicinity Map. 2.1 Recent Traffic Volumes Recent peak hour turning movement counts were conducted when school was in session. The traffic counts were conducted by All Traffic Data Services Inc. on Thursday, February 4, 2021 during the peak hours of adjacent street traffic in 15-minute intervals from 7:00 AM to 9:00 AM, 2:30 PM to 3:30 PM, and 4:00 PM to 6:00 PM. These turning movement counts are shown in Figure 3 with the count sheets provided in Appendix A. Kechter Farm Townhomes TIS -Page 4 Figure 1: Vicinity Map Kechter Farm Townhomes TIS -Page 5 Figure 2: Site Plan Kechter Farm Townhomes TIS -Page 6 3.0 Pedestrian Facilities Detached sidewalks and bike lanes exist adjacent to the project site. These detached sidewalks and bike lanes provide adequate pedestrian and bicycle facilities. 4.0 Proposed Development The proposed project consists of 27 townhome dwelling units. Primary access to the site is proposed from one full-movement access point to Ziegler Road and a right- in/right-out (RIRO) access point to Trilby Road. See Table 1: Trip Generation and Figure 2: Site Plan. 4.1 Trip Generation Site generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the Trip Generation Report published by the Institute of Transportation Engineers (ITE). ITE has established trip generation rates in nationwide studies of similar land uses. For this study, KE used the ITE 10th Edition Trip Generation Report average trip rates. Since traffic on the adjacent streets and intersections is highest during the weekday peak hours, this study analyzed the weekday peak hour traffic. The proposed project is anticipated to generate approximately 198 daily weekday trips, 13 AM total peak hour trips, and 16 PM total peak hour trips. See Table 1: Trip Generation. 4.2 Trip Distribution Distribution of site traffic on the street system was based on the area street system characteristics, existing traffic patterns and volumes, anticipated surrounding development areas, and the proposed access system for the project. The directional distribution of traffic is a means to quantify the percentage of site generated traffic that approaches the site from a given direction and departs the site back to the original source. Figure 5 illustrates the trip distribution used for the project’s analysis. Kechter Farm Townhomes TIS -Page 7 4.3 Traffic Assignment Traffic assignment was obtained by applying the trip distributions to the estimated trip generation of the development. Figure 6 shows the site generated peak hour traffic assignment. 4.4 Short Range Total Peak Hour Traffic Site generated peak hour traffic volumes were added to the background traffic volumes to represent the estimated traffic conditions for the short range 2025 horizon. The background (2025) and short range (2025) total traffic volumes are shown in Figure 4 and Figure 7 respectively. The traffic analysis in this study includes the traffic generated from the proposed development plus a 2% increase in background traffic per year. 5.0 Traffic Operation Analysis KE’s analysis of traffic operations in the site vicinity was conducted to determine the capacity at the identified intersection. The acknowledged source for determining overall capacity is the Highway Capacity Manual. 5.1 Analysis Methodology Capacity analysis results are listed in terms of level of service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. LOS ranges from an A (very little delay) to an F (long delays). A description of the level of service (LOS) for signalized and unsignalized intersections from the Highway Capacity Manual are provided in Appendix D. Kechter Farm Townhomes TIS -Page 8 5.2 Intersection Operational Analysis Operational analysis was performed for the short range 2025 horizon. The calculations for this analysis are provided in Appendix F. Using the short range total traffic volumes, the project is projected to operate acceptably with all studied intersections and access points meeting LCUASS LOS criteria. See Table 4: 2025 Short Range Total Peak Hour Operation. 5.3 Access and Intersection Recommendations The site access locations and proposed turning movements at the study intersections were reviewed. Due to the existing school’s peak hour traffic, it is recommended that the proposed site access to Trilby Road (Access #1) be right-in/right-out only. The proposed site access to Ziegler Road (Access #2) will function safely and appropriately as a full- movement access. Dedicated right-turn deceleration lanes are not warranted at the site access points per the LCUASS. Additionally, a northbound left-turn deceleration lane at the site access to Ziegler Road (Access #2) is not warranted per the LCUASS criteria. Additionally, the proposed project’s traffic will not trigger the requirement for a roundabout at the Ziegler Road and Trilby Road/Lady Moon Drive intersection. The Levels of Service (LOS) of this intersection will meet the City’s LOS requirements with the development of the project and background traffic in the 2025 Short Range Total future. The existing intersection controls and geometry at the Ziegler Road and Trilby Road/Lady Moon Drive intersection are appropriate to meet LCUASS requirements and accommodate the project’s traffic. Kechter Farm Townhomes TIS -Page 9 Table 1: Trip Generation (ITE Trip Generation, 10th Edition) ITE Code Land Use Average Daily Trips AM Peak Hour Trips PM Peak Hour Trips Size Rate Total Rate % In In % Out Out Total Rate % In In % Out Out Total 220 Townhomes 27 DU 7.32 198 0.46 23% 3 77% 10 13 0.56 63% 10 37% 6 16 Total 198 3 10 13 10 6 16 DU = Dwelling Units Kechter Farm Townhomes TIS -Page 10 Figure 3: Recent Peak Hour Traffic Kechter Farm Townhomes TIS -Page 11 Figure 4: 2025 Background Traffic Kechter Farm Townhomes TIS -Page 12 Figure 5: Trip Distribution Kechter Farm Townhomes TIS -Page 13 Figure 6: Site Generated Traffic Kechter Farm Townhomes TIS -Page 14 Figure 7: 2025 Short Range Total Traffic Kechter Farm Townhomes TIS -Page 15 Table 2: Recent Peak Hour Operations Level of Service (LOS) LOS Compliance Intersection Movement AM School PM PM LOS LOS LOS Ziegler Rd. & Trilby Rd./Lady Moon Dr. EB Left A B B Y EB Thru/Right A B B Y EB Approach A B B Y WB Left/Thru/Right B B B Y WB Approach B B B Y NB Left A A A Y NB Thru/Right A A A Y NB Approach A A A Y SB Left A A A Y SB Thru A A A Y SB Right A A A Y SB Approach A A A Y Table 3: 2025 Background Peak Hour Operations Level of Service (LOS) LOS Compliance Intersection Movement AM School PM PM LOS LOS LOS Ziegler Rd. & Trilby Rd./Lady Moon Dr. EB Left A B B Y EB Thru/Right B B B Y EB Approach A B B Y WB Left/Thru/Right B B B Y WB Approach B B B Y NB Left A A A Y NB Thru/Right A A A Y NB Approach A A A Y SB Left A A A Y SB Thru A A A Y SB Right A A A Y SB Approach A A A Y Kechter Farm Townhomes TIS -Page 16 Table 4: 2025 Short Range Total Peak Hour Operations Level of Service (LOS) LOS Compliance Intersection Movement AM School PM PM LOS LOS LOS Ziegler Rd. & Trilby Rd./Lady Moon Dr. EB Left B B B Y EB Thru/Right B B B Y EB Approach B B B Y WB Left/Thru/Right B B B Y WB Approach B B B Y NB Left A A A Y NB Thru/Right A A A Y NB Approach A A A Y SB Left A A A Y SB Thru A A A Y SB Right A A A Y SB Approach A A A Y Level of Service (LOS) LOS Compliance Intersection Movement AM School PM PM LOS LOS LOS Trilby Rd.& Access #1 (Right-in/Right-out) EB Thru/Right A A A Y EB Approach A A A Y WB Thru A A A Y WB Approach A A A Y NB Right A A A Y NB Approach A A A Y Level of Service (LOS) LOS Compliance Intersection Movement AM School PM PM LOS LOS LOS Ziegler Rd & Access #2 EB Left/Right A A A Y EB Approach A A A Y NB Left/Thru A A A Y NB Approach A A A Y SB Thru/Right A A A Y SB Approach A A A Y Kechter Farm Townhomes TIS -Page 17 6.0 Findings Based upon the analysis in this study, the proposed Kechter Townhomes project located at the southwest quadrant of Trilby Road and Ziegler Road in Fort Collins, CO demonstrates compliance with the standards in the Larimer County Urban Area Street Standards (LCUASS) for traffic at the time of development. The findings of the TIS are summarized below: • The proposed project is anticipated to generate approximately 198 daily weekday trips, 13 AM total peak hour trips, and 16 PM total peak hour trips. • The project complies with the Levels of Service (LOS) requirements for traffic, the City of Fort Collins Transportation Plan, and the Larimer County Urban Area Street Standards (LCUASS). • The study intersections will operate acceptably and comply with the intersection levels of service (LOS) requirements in the LCUASS with the development of the project and background traffic in the 2025 Short Range Total future. • The proposed access points will operate safely and demonstrate compliance with the City’s LOS requirements. • The proposed project’s traffic will not trigger the requirement for a roundabout at the Ziegler Road and Trilby Road/Lady Moon Drive intersection. The LOS of this intersection will meet the City’s LOS requirements with the development of the project and background traffic in the 2025 Short Range Total future. • The existing street improvements are sufficient to accommodate the proposed project’s traffic. See Section 5.2 and Section 5.3. • Due to the existing school’s peak hour traffic, it is recommended that the proposed site access to Trilby Road be right-in/right-out (RIRO) only. See Section 5.3. Kechter Farm Townhomes TIS -Page 18 APPENDICES: Kechter Farm Townhomes TIS -Page 19 Appendix A: Recent Traffic Counts Kechter Farm Townhomes TIS -Page 20 Kechter Farm Townhomes TIS -Page 21 Kechter Farm Townhomes TIS -Page 22 Appendix B: TIS Scoping Kechter Farm Townhomes TIS -Page 23 Kechter Farm Townhomes TIS -Page 24 Kechter Farm Townhomes TIS -Page 25 Kechter Farm Townhomes TIS -Page 26 Appendix C: ITE Code 220 Kechter Farm Townhomes TIS -Page 27 Kechter Farm Townhomes TIS -Page 28 Kechter Farm Townhomes TIS -Page 29 Kechter Farm Townhomes TIS -Page 30 Kechter Farm Townhomes TIS -Page 31 Appendix D: Level of Service (LOS) Table Level of Service Definitions Level of Service Signalized Intersection Unsignalized Intersection (LOS) Average Total Delay Average Total Delay (sec/veh) (sec/veh) A ≤ 10 ≤ 10 B > 10 and ≤ 20 > 10 and ≤ 15 C > 20 and ≤ 35 > 15 and ≤ 25 D > 35 and ≤ 55 > 25 and ≤ 35 E > 55 and ≤ 80 > 35 and ≤ 50 F > 80 > 50 LCUASS Table 4-3 Kechter Farm Townhomes TIS -Page 32 Appendix E: Aerial Image Kechter Farm Townhomes TIS -Page 33 Kechter Farm Townhomes TIS -Page 34 Appendix F: HCM Calculations (Synchro) Recent AM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/24/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 43 21 1 0 12 1 2 63 2 3 41 54 Future Vol, veh/h 43 21 1 0 12 1 2 63 2 3 41 54 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 51 25 1 0 14 1 2 74 2 4 48 64 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 143 136 48 180 199 75 112 0 0 76 0 0 Stage 1 56 56 - 79 79 ------- Stage 2 87 80 - 101 120 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 826 755 1021 782 697 986 1478 - - 1523 - - Stage 1 956 848 - 930 829 ------- Stage 2 921 828 - 905 796 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 809 752 1021 759 694 986 1478 - - 1523 - - Mov Cap-2 Maneuver 809 752 - 759 694 ------- Stage 1 955 845 - 929 828 ------- Stage 2 903 827 - 875 794 ------- Approach EB WB NB SB HCM Control Delay, s 9.8 10.2 0.2 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1478 - - 809 761 710 1523 - - HCM Lane V/C Ratio 0.002 - - 0.063 0.034 0.022 0.002 - - HCM Control Delay (s) 7.4 - - 9.7 9.9 10.2 7.4 - - HCM Lane LOS A - -AABA - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.1 0 - - Recent PM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/24/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 78 34 3 5 25 6 6 55 4 13 64 94 Future Vol, veh/h 78 34 3 5 25 6 6 55 4 13 64 94 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 92 40 4 6 29 7 7 65 5 15 75 111 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 205 189 75 265 298 68 186 0 0 70 0 0 Stage 1 105 105 - 82 82 ------- Stage 2 100 84 - 183 216 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 753 706 986 688 614 995 1388 - - 1531 - - Stage 1 901 808 - 926 827 ------- Stage 2 906 825 - 819 724 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 712 695 986 648 605 995 1388 - - 1531 - - Mov Cap-2 Maneuver 712 695 - 648 605 ------- Stage 1 896 800 - 921 823 ------- Stage 2 863 821 - 768 717 ------- Approach EB WB NB SB HCM Control Delay, s 10.7 10.9 0.7 0.6 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1388 - - 712 712 654 1531 - - HCM Lane V/C Ratio 0.005 - - 0.129 0.061 0.065 0.01 - - HCM Control Delay (s) 7.6 - - 10.8 10.4 10.9 7.4 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0.4 0.2 0.2 0 - - Recent School PM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/24/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 112 45 6 2 32 17 9 91 2 6 70 158 Future Vol, veh/h 112 45 6 2 32 17 9 91 2 6 70 158 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 132 53 7 2 38 20 11 107 2 7 82 186 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 255 227 82 349 412 108 268 0 0 109 0 0 Stage 1 96 96 - 130 130 ------- Stage 2 159 131 - 219 282 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 698 672 978 606 530 946 1296 - - 1481 - - Stage 1 911 815 - 874 789 ------- Stage 2 843 788 - 783 678 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 639 663 978 559 523 946 1296 - - 1481 - - Mov Cap-2 Maneuver 639 663 - 559 523 ------- Stage 1 904 811 - 867 783 ------- Stage 2 779 782 - 723 675 ------- Approach EB WB NB SB HCM Control Delay, s 11.7 11.5 0.7 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1296 - - 639 689 616 1481 - - HCM Lane V/C Ratio 0.008 - - 0.206 0.087 0.097 0.005 - - HCM Control Delay (s) 7.8 - - 12.1 10.7 11.5 7.4 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0.8 0.3 0.3 0 - - 2025 Background AM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/24/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 47 23 1 0 13 1 2 68 2 3 44 58 Future Vol, veh/h 47 23 1 0 13 1 2 68 2 3 44 58 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 55 27 1 0 15 1 2 80 2 4 52 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 153 146 52 193 213 81 120 0 0 82 0 0 Stage 1 60 60 - 85 85 ------- Stage 2 93 86 - 108 128 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 814 745 1016 767 684 979 1468 - - 1515 - - Stage 1 951 845 - 923 824 ------- Stage 2 914 824 - 897 790 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 797 742 1016 742 681 979 1468 - - 1515 - - Mov Cap-2 Maneuver 797 742 - 742 681 ------- Stage 1 950 842 - 922 823 ------- Stage 2 895 823 - 865 788 ------- Approach EB WB NB SB HCM Control Delay, s 9.9 10.3 0.2 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1468 - - 797 750 696 1515 - - HCM Lane V/C Ratio 0.002 - - 0.069 0.038 0.024 0.002 - - HCM Control Delay (s) 7.5 - - 9.9 10 10.3 7.4 - - HCM Lane LOS A - -ABBA - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.1 0 - - 2025 Backround PM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/24/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 84 37 3 5 27 6 6 60 4 14 69 102 Future Vol, veh/h 84 37 3 5 27 6 6 60 4 14 69 102 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 99 44 4 6 32 7 7 71 5 16 81 120 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 220 203 81 285 321 74 201 0 0 76 0 0 Stage 1 113 113 - 88 88 ------- Stage 2 107 90 - 197 233 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 736 693 979 667 596 988 1371 - - 1523 - - Stage 1 892 802 - 920 822 ------- Stage 2 898 820 - 805 712 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 693 682 979 625 586 988 1371 - - 1523 - - Mov Cap-2 Maneuver 693 682 - 625 586 ------- Stage 1 888 793 - 915 818 ------- Stage 2 853 816 - 750 704 ------- Approach EB WB NB SB HCM Control Delay, s 10.9 11.1 0.7 0.6 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1371 - - 693 698 632 1523 - - HCM Lane V/C Ratio 0.005 - - 0.143 0.067 0.071 0.011 - - HCM Control Delay (s) 7.6 - - 11.1 10.5 11.1 7.4 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0.5 0.2 0.2 0 - - 2025 Background School PM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/24/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 121 49 6 2 35 18 10 99 2 6 76 171 Future Vol, veh/h 121 49 6 2 35 18 10 99 2 6 76 171 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 142 58 7 2 41 21 12 116 2 7 89 201 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 275 245 89 377 445 117 290 0 0 118 0 0 Stage 1 103 103 - 141 141 ------- Stage 2 172 142 - 236 304 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 677 657 969 580 508 935 1272 - - 1470 - - Stage 1 903 810 - 862 780 ------- Stage 2 830 779 - 767 663 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 613 648 969 531 501 935 1272 - - 1470 - - Mov Cap-2 Maneuver 613 648 - 531 501 ------- Stage 1 895 806 - 854 773 ------- Stage 2 761 772 - 704 660 ------- Approach EB WB NB SB HCM Control Delay, s 12.1 11.8 0.7 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1272 - - 613 672 592 1470 - - HCM Lane V/C Ratio 0.009 - - 0.232 0.096 0.109 0.005 - - HCM Control Delay (s) 7.9 - - 12.6 10.9 11.8 7.5 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0.9 0.3 0.4 0 - - 2025 Short Range Total AM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 25 1 1 13 1 6 69 2 3 45 58 Future Vol, veh/h 50 25 1 1 13 1 6 69 2 3 45 58 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 59 29 1 1 15 1 7 81 2 4 53 68 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 165 158 53 206 225 82 121 0 0 83 0 0 Stage 1 61 61 - 96 96 ------- Stage 2 104 97 - 110 129 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 800 734 1014 752 674 978 1467 - - 1514 - - Stage 1 950 844 - 911 815 ------- Stage 2 902 815 - 895 789 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 781 728 1014 724 669 978 1467 - - 1514 - - Mov Cap-2 Maneuver 781 728 - 724 669 ------- Stage 1 945 841 - 906 811 ------- Stage 2 880 811 - 860 787 ------- Approach EB WB NB SB HCM Control Delay, s 10 10.4 0.6 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1467 - - 781 736 687 1514 - - HCM Lane V/C Ratio 0.005 - - 0.075 0.042 0.026 0.002 - - HCM Control Delay (s) 7.5 - - 10 10.1 10.4 7.4 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.1 0 - - 2025 Short Range Total AM Peak Hour Kellar Engineering 6: Access #1 & Trilby Rd 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 71 1 0 77 0 5 Future Vol, veh/h 71 1 0 77 0 5 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 84 1 0 91 0 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 85 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 974 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----974 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 974 - - - HCM Lane V/C Ratio 0.006 - - - HCM Control Delay (s) 8.7 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - 2025 Short Range Total AM Peak Hour Kellar Engineering 8: Ziegler Rd & Access #2 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 1 1 77 45 2 Future Vol, veh/h 5 1 1 77 45 2 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 6 1 1 91 53 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 147 54 55 0 - 0 Stage 1 54 ----- Stage 2 93 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 845 1013 1550 - - - Stage 1 969 ----- Stage 2 931 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 844 1013 1550 - - - Mov Cap-2 Maneuver 844 ----- Stage 1 968 ----- Stage 2 931 ----- Approach EB NB SB HCM Control Delay, s 9.2 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1550 - 868 - - HCM Lane V/C Ratio 0.001 - 0.008 - - HCM Control Delay (s) 7.3 0 9.2 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 2025 Short Range Total PM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 86 38 3 7 27 6 8 61 4 14 73 102 Future Vol, veh/h 86 38 3 7 27 6 8 61 4 14 73 102 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 101 45 4 8 32 7 9 72 5 16 86 120 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 230 213 86 296 331 75 206 0 0 77 0 0 Stage 1 118 118 - 93 93 ------- Stage 2 112 95 - 203 238 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 725 684 973 656 588 986 1365 - - 1522 - - Stage 1 887 798 - 914 818 ------- Stage 2 893 816 - 799 708 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 681 672 973 613 577 986 1365 - - 1522 - - Mov Cap-2 Maneuver 681 672 - 613 577 ------- Stage 1 881 789 - 908 812 ------- Stage 2 846 810 - 743 700 ------- Approach EB WB NB SB HCM Control Delay, s 11 11.3 0.8 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1365 - - 681 688 622 1522 - - HCM Lane V/C Ratio 0.007 - - 0.149 0.07 0.076 0.011 - - HCM Control Delay (s) 7.7 - - 11.2 10.6 11.3 7.4 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0.5 0.2 0.2 0 - - 2025 Short Range Total PM Peak Hour Kellar Engineering 6: Access #1 & Trilby Rd 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 124 4 0 137 0 3 Future Vol, veh/h 124 4 0 137 0 3 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 146 5 0 161 0 4 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 149 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 898 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----898 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 898 - - - HCM Lane V/C Ratio 0.004 - - - HCM Control Delay (s) 9 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - 2025 Short Range Total PM Peak Hour Kellar Engineering 8: Ziegler Rd & Access #2 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 1 1 73 77 6 Future Vol, veh/h 3 1 1 73 77 6 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 4 1 1 86 91 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 183 95 98 0 - 0 Stage 1 95 ----- Stage 2 88 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 806 962 1495 - - - Stage 1 929 ----- Stage 2 935 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 805 962 1495 - - - Mov Cap-2 Maneuver 805 ----- Stage 1 928 ----- Stage 2 935 ----- Approach EB NB SB HCM Control Delay, s 9.3 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1495 - 839 - - HCM Lane V/C Ratio 0.001 - 0.006 - - HCM Control Delay (s) 7.4 0 9.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 2025 Short Range Total School PM Peak Hour Kellar Engineering 3: Ziegler Rd & Trilby Rd/Lady Moon Dr 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 122 49 6 3 35 18 11 99 2 6 77 171 Future Vol, veh/h 122 49 6 3 35 18 11 99 2 6 77 171 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 95 -----60--120-276 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 22222222222 Mvmt Flow 144 58 7 4 41 21 13 116 2 7 91 201 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 279 249 91 381 449 117 292 0 0 118 0 0 Stage 1 105 105 - 143 143 ------- Stage 2 174 144 - 238 306 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 673 654 967 577 505 935 1270 - - 1470 - - Stage 1 901 808 - 860 779 ------- Stage 2 828 778 - 765 662 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 609 644 967 527 497 935 1270 - - 1470 - - Mov Cap-2 Maneuver 609 644 - 527 497 ------- Stage 1 892 804 - 851 771 ------- Stage 2 758 770 - 702 659 ------- Approach EB WB NB SB HCM Control Delay, s 12.2 11.9 0.8 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1270 - - 609 668 587 1470 - - HCM Lane V/C Ratio 0.01 - - 0.236 0.097 0.112 0.005 - - HCM Control Delay (s) 7.9 - - 12.7 11 11.9 7.5 - - HCM Lane LOS A - -BBBA - - HCM 95th %tile Q(veh) 0 - - 0.9 0.3 0.4 0 - - 2025 Short Range Total School PM Peak Hour Kellar Engineering 6: Access #1 & Trilby Rd 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 171 1 0 217 0 1 Future Vol, veh/h 171 1 0 217 0 1 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length -----0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 201 1 0 255 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 202 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 839 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----839 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 839 - - - HCM Lane V/C Ratio 0.001 - - - HCM Control Delay (s) 9.3 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0 - - - 2025 Short Range Total School PM Peak Hour Kellar Engineering 8: Ziegler Rd & Access #2 02/22/2021 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 1 112 84 2 Future Vol, veh/h 1 1 1 112 84 2 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 22222 Mvmt Flow 1 1 1 132 99 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 234 100 101 0 - 0 Stage 1 100 ----- Stage 2 134 ----- Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 754 956 1491 - - - Stage 1 924 ----- Stage 2 892 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 753 956 1491 - - - Mov Cap-2 Maneuver 753 ----- Stage 1 923 ----- Stage 2 892 ----- Approach EB NB SB HCM Control Delay, s 9.3 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1491 - 842 - - HCM Lane V/C Ratio 0.001 - 0.003 - - HCM Control Delay (s) 7.4 0 9.3 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - -