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HomeMy WebLinkAboutReports - Traffic Study - 01/16/2025 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. Heritage Christian Academy Expansion 2506 Zurich Drive, Fort Collins, CO Traffic Impact Study KE Job #2024-044 Prepared for: United Civil Design Group 19 Old Town Square #238 Fort Collins, CO 80524 Prepared by: skellar@kellarengineering.com www.kellarengineering.com 970.219.1602 phone January 16, 2025 Sean K. Kellar, PE, PTOE HCA Expansion TIS -Page 1 TABLE OF CONTENTS Page 1.0 Introduction 3 2.0 Existing Conditions and Roadway Network 3 2.1 Recent Traffic Volumes 4 3.0 Proposed Development 7 4.0 Bicycle & Pedestrian Facilities (Multi-Modal LOS) 7 4.1 Trip Generation 7 4.2 Trip Distribution 8 4.3 Traffic Assignment 8 4.4 Short Range and Long Range Total Peak Hour Traffic 8 5.0 Traffic Operation Analysis 18 5.1 Analysis Methodology 18 5.2 Intersection Operational Analysis 18 5.3 Stacking Length for Parent Drop-off 18 5.4 Internal Drop-off/Pick-up Area Circulation 19 5.5 MUTCD Signal Warrant Analysis 27 6.0 Findings 30 List of Figures: Page Figure 1: Vicinity Map 5 Figure 2: Site Plan 6 Figure 3: Recent Peak Hour Traffic 10 Figure 4: 2025 Background Peak Hour Traffic 11 Figure 5: 2045 Background Peak Hour Traffic 12 Figure 6: Trip Distribution 13 Figure 7: Site Generated Traffic (Phase 1) 14 Figure 8: Site Generated Traffic (Phase 1 + Build-Out) 15 Figure 9: 2025 Short Range Total (Phase 1) 16 Figure 10: 2045 Long Range Total (Phase 1 + Build-Out) 17 HCA Expansion TIS -Page 2 TABLE OF CONTENTS (continued) List of Tables: Page Table 1: Trip Generation 9 Table 2: Recent Peak Hour Operations 20 Table 3: 2025 Background Peak Hour LOS Operations 21 Table 4: 2045 Background Peak Hour LOS Operations 22 Table 5: 2025 Short Range Total Peak Hour LOS Operations 23 Table 6: 2045 Long Range Total Peak Hour LOS Operations 25 Appendices: Page Appendix A: Recent Traffic Counts 32 Appendix B: Base Assumptions (TIS Scoping Form) 36 Appendix C: Level of Service (LOS) Tables 37 Appendix D: Queue Length 38 Appendix E: HCM Calculations (Synchro) 40 HCA Expansion TIS -Page 3 1.0 Introduction This Traffic Impact Study (TIS) is for the proposed Heritage Christian Academy (HCA) expansion project located at 2506 Zurich Drive 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. Full build- out of the project site is anticipated to generate an additional total of approximately 893 daily weekday trips, 284 AM total peak hour trips, and 191 School PM total peak hour trips. See Table 1: Trip Generation. 2.0 Existing Conditions and Roadway Network The project site is located west of the Timberline Rd/International Blvd intersection in Fort Collins, CO. Timberline Road is a north-south roadway that is classified as a 4-lane arterial on the City of Fort Collins Master Street Plan. The posted speed of Timberline Road is 45 mph south of International Blvd, and 35 mph north of International Blvd. Bicycle lanes exist on Timberline Road. This portion of Timberline Rd has a two-lane cross section with a northbound left-turn lane and a southbound right-turn lane. The Timberline Rd/International Blvd intersection has stop sign control with the stop sign facing International Blvd. International Blvd is an east-west roadway that is classified as a 2-lane arterial on the Fort Collins Master Street Plan. A sidewalk exists along the north side of International Blvd. International Blvd has an eastbound left-turn lane and an eastbound right-turn lane at the International Blvd/Timberline Rd intersection. HCA Expansion TIS -Page 4 2.1 Recent Traffic Volumes Recent peak hour traffic volume counts were conducted using data collection cameras on Tuesday, 9/24/24 when school was in session. The traffic counts were conducted during the peak hours of adjacent street traffic in 15-minute intervals from 7:00 AM to 9:00 AM and 3:00 PM to 5:00 PM. These turning movement counts are shown in Figure 3 with the count sheets provided in Appendix A. HCA Expansion TIS -Page 5 Figure 1: Vicinity Map HCA Expansion TIS -Page 6 Figure 2: Site Plan (For reference only. Provided by Architect. See Architectural Drawings for more information) HCA Expansion TIS -Page 7 3.0 Proposed Development The proposed project consists of an expansion of the existing Heritage Christian Academy. See Table 1: Trip Generation and Figure 2: Site Plan. 4.0 Bicycle & Pedestrian Facilities (Multi-Modal LOS) The proposed project will be designing and constructing a sidewalk along the north side of Zurich Drive that will connect to the existing sidewalk at the Mexico Way/Zurich Drive intersection. This will tie into the existing neighborhood’s sidewalk system to the northwest of the project site. This sidewalk connection will provide adequate bicycle and pedestrian connectivity per the LCUASS criteria. See Figure 2: Site Plan. As cities continue to grow and become more urban, the emphasis upon all modes of transportation becomes more important. The following addresses the pedestrian, bicycle, and transit facilities that will be available in the vicinity of the project site. The residential area to the northwest was identified as a pedestrian destination within 1,320 feet of the project site. The LOS for the pedestrian LOS categories will be B or higher with the proposed development for the measured categories. The residential area to the northwest was also identified as a bicycle destination. The LOS for bicycle connectivity is B. An existing transit stop (Bus Stop ID: 1600) exists at Timberline/Donella approximately 850’ south of the Timberline/International intersection. Due to the proposed use, transit use is anticipated to be nominal for the project site. Looking at long-term pedestrian and bicycle (ped/bike) needs for the area in the future, the intersection of Timberline/International will likely need more ped/bike connectivity in the future. Additionally, a long-term secondary point of ped/bike access for the existing neighborhood to the west will likely be needed. It is recommended that the City work with future development and capital projects to provide these ped/bike connections. 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 Manual published by the Institute of HCA Expansion TIS -Page 8 Transportation Engineers (ITE). ITE has established trip generation rates in nationwide studies of similar land uses. For this study, KE used the ITE 11th Edition Trip Generation Manual 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. Full build-out of the project site is anticipated to generate an additional total of approximately 893 daily weekday trips, 284 AM total peak hour trips, and 191 School 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 6 illustrates the trip distribution used for the project’s analysis. 4.3 Traffic Assignment Traffic assignment was obtained by applying the trip distributions to the estimated trip generation of the development. Figure 7 shows the site generated peak hour traffic assignment. 4.4 Short Range and Long 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 and long range 2045 horizon. The background (2025) and short range (2025) total traffic volumes are shown in Figure 4 and Figure 8 respectively. The long range background (2045) and long range (2045) total traffic volumes are shown in Figures 5 and 9. The traffic analysis in this study includes the traffic generated from the proposed development plus the increase in background traffic of 2% per year per the growth projections from the NFRMPO (North Front Range Metropolitan Planning Organization). HCA Expansion TIS -Page 9 Table 1: Trip Generation (ITE Trip Generation, 11th Edition) ITE Code Land Use Average Daily Trips AM Peak Hour Trips School PM Peak Hour Trips Size Rate Total Rate % In In % Out Out Total Rate % In In % Out Out Total 532 Private School (K-12) - Phase 1 90 Stdnts (new) 2.48 223 0.79 63% 45 37% 26 71 0.53 42% 20 58% 28 48 532 Private School (K-12) -Build-Out 270 Stdnts (new) 2.48 670 0.79 63% 134 37% 79 213 0.53 42% 60 58% 83 143 Total 360 Stdnts (new) 893 179 105 284 80 111 191 Stdts = Students *Existing HCA Population: ~240 Students **240 Students (existing) + 90 Students (Phase 1) + 270 Students (Build-Out) = 600 Students (Total) HCA Expansion TIS -Page 10 Figure 3: Recent Peak Hour Traffic HCA Expansion TIS -Page 11 Figure 4: 2025 Background Traffic HCA Expansion TIS -Page 12 Figure 5: 2045 Background Traffic HCA Expansion TIS -Page 13 Figure 6: Trip Distribution HCA Expansion TIS -Page 14 Figure 7: Site Generated Traffic (Phase 1) HCA Expansion TIS -Page 15 Figure 8: Site Generated Traffic (Phase 1 + Build-Out) HCA Expansion TIS -Page 16 Figure 9: 2025 Short Range Total (Phase 1) HCA Expansion TIS -Page 17 Figure 10: 2045 Long Range Total (Phase 1 + Build-Out) HCA Expansion TIS -Page 18 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 E. 5.2 Intersection Operational Analysis Operational analysis was performed for the short range 2025 horizon and the long range 2045 horizon. The calculations for this analysis are provided in Appendix E. 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 Stacking Length for Parent Drop-off The main drop-off/pick-up area is at the western portion of the site east of Mexico Way. Full build-out student enrollment is approximately 600 students. To be conservative, 600 vehicles were used in the queuing length (stacking length) calculation. Using an average 1-minute drop- off time and an average vehicle length of 26’, the total required on-site stacking length will be approximately 260’ (10 vehicles). The parent drop-off area is adequately designed to handle this stacking length onsite. This is conservative considering that some students will be walking to school and some parents may carpool. It is important to note that at the beginning of the school year parents may take more time when dropping off the students and the average drop- off time may exceed 1 minute. However, it is anticipated that the student drop-off time will reduce after the first couple weeks of school when the parents and students have developed a more efficient routine. HCA Expansion TIS -Page 19 5.4 Internal Drop-off / Pick-up Area Circulation The internal drop-off/pick-up area is at the western portion of the site east of Mexico Way. This area is designed appropriately to handle the school’s drop-off/pick-up circulation. The internal drop-off/pick-up area is designed adequately to handle adequate vehicle stacking length onsite. One-way traffic circulation is recommended for the parent drop-off area within the parking area for efficient traffic circulation. Additionally, it is recommended that the school implement trained staff and/or trained volunteers (wearing proper PPE) to help direct traffic during the peak drop- off/pick-up times. HCA Expansion TIS -Page 20 Table 2: Recent Peak Hour Operations Level of Service (LOS) LOS Compliance (Stop-Control) Level of Service (LOS) LOS Compliance HCA Expansion TIS -Page 21 Table 3: 2025 Background Peak Hour Operations Level of Service (LOS) LOS Compliance (Stop-Control) Level of Service (LOS) LOS Compliance HCA Expansion TIS -Page 22 Table 4: 2045 Background Peak Hour Operations Level of Service (LOS) Intersection Movement AM PM LOS LOS Timberline Rd/International Blvd (Stop-Control) EB Left F (*) F (*) EB Right F (*) D EB Approach F (*) F (71.3 sec) NB Left C B NB Thru A A NB Approach A A SB Thru A A SB Right A A SB Approach A A Overall F (121.3 sec) B *Delay computation exceeds 300 sec. See Synchro outputs in Appendix for more information Level of Service (LOS) Intersection Movement AM PM LOS LOS International Blvd/Mexico Way EB Left/Thru A A EB Approach A A WB Thru/Right A A WB Approach A A SB Left/Right A B SB Approach A B HCA Expansion TIS -Page 23 Table 5: 2025 Short Range Total Peak Hour Operations Level of Service (LOS) LOS Compliance (Stop-Control) Level of Service (LOS) LOS Compliance HCA Expansion TIS -Page 24 Table 5: 2025 Short Range Total Peak Hour Operations (Continued…) Level of Service (LOS) LOS Compliance Level of Service (LOS) LOS Compliance HCA Expansion TIS -Page 25 Table 6: 2045 Long Range Total Peak Hour Operations Level of Service (LOS) Intersection Movement AM PM LOS LOS Timberline Rd/International Blvd (Stop-Control) EB Left F (*) F (*) EB Right F (*) F (51.7 sec) EB Approach F (*) F (194.6 sec) NB Left F (55.2 sec) B NB Thru A A NB Approach A A SB Thru A A SB Right A A SB Approach A A Overall F (*) D *Delay computation exceeds 300 sec. See Synchro outputs in Appendix for more information Level of Service (LOS) Intersection Movement AM PM LOS LOS International Blvd/Mexico Way EB Left/Thru A A EB Approach A A WB Thru/Right A A WB Approach A A SB Left/Right B B SB Approach B B HCA Expansion TIS -Page 26 Table 6: 2045 Long Range Total Peak Hour Operations (Continued…) Level of Service (LOS) Intersection Movement AM PM LOS LOS International Blvd/Zurich Dr EB Left/Thru A A EB Approach A A WB Thru/Right A A WB Approach A A SB Left/Right C C SB Approach C C Level of Service (LOS) Intersection Movement AM PM LOS LOS International Blvd/Munich Way EB Left/Thru A A EB Approach A A WB Thru/Right A A WB Approach A A SB Left/Right C B SB Approach C B HCA Expansion TIS -Page 27 5.5 MUTCD Signal Warrants The justification for the installation of a traffic signal at an intersection is based upon the warrants set forth in Chapter 4 in the MUTCD. The decision to install a traffic signal should not be based solely upon the warrants, since the installation of traffic signals may increase certain types of crashes. Delay, congestion, approach conditions, driver expectations, and land use must also be evaluated. The installation of a traffic control signal should be considered if one or more of the following traffic signal warrants are met: • Warrant 1: Eight-Hour Vehicular Volume • Warrant 2: Four-Hour Vehicular Volume • Warrant 3: Peak Hour • Warrant 4: Pedestrian Volume • Warrant 5: School Crossing • Warrant 6: Coordinated Signal System • Warrant 7: Crash Experience • Warrant 8: Roadway Network • Warrant 9: Intersection Near a Grade Crossing The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. For this analysis, KE conducted the peak hour signal warrant as the peak hour warrant is the easiest signal warrant that could be met at a stop-control intersection and therefore the most conservative approach. The peak hour traffic signal warrant is not projected to be met at the Timberline Rd/International Blvd intersection for the 2025 Short Range Total Peak Hour scenario. See below figures for more information. HCA Expansion TIS -Page 28 2025 Short Range Total AM Peak Hour Peak Hour Warrant Not Met at Timberline Rd/International Blvd (1407, 28) HCA Expansion TIS -Page 29 2025 Short Range Total PM Peak Hour Peak Hour Warrant Not Met at Timberline Rd/International Blvd (1285, 24) HCA Expansion TIS -Page 30 6.0 Findings Based upon the analysis in this study, the proposed Heritage Christian Academy expansion project located at 2506 Zurich Drive 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: • Full build-out of the proposed project is anticipated to generate an additional total of approximately 893 daily weekday trips, 284 AM total peak hour trips, and 191 School 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 peak hour traffic signal warrant is not projected to be met at the Timberline Rd/International Blvd intersection for the 2025 Short Range Total Peak Hour scenario • Due to the increase in traffic volumes on Timberline Road, the traffic model results show the potential for unacceptable LOS for the year 2045 long range total future at the Timberline Rd/International Blvd intersection. A traffic signal or roundabout intersection improvement project should be considered by City as a possible long range regional improvement in the future. • The existing street improvements are sufficient to accommodate the proposed project’s traffic in accordance with the LCUASS criteria. HCA Expansion TIS -Page 31 APPENDICES: HCA Expansion TIS -Page 32 Appendix A: Recent Traffic Counts HCA Expansion TIS -Page 33 HCA Expansion TIS -Page 34 HCA Expansion TIS -Page 35 HCA Expansion TIS -Page 36 Appendix B: Base Assumptions (TIS Scoping Form) HCA Expansion TIS -Page 37 Appendix C: 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 4-2 HCA Expansion TIS -Page 38 Appendix D: Queue Length HCA Expansion TIS -Page 39 HCA Expansion TIS -Page 40 Appendix E: HCM Calculations (Synchro) Recent AM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 10 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 24 265 159 307 803 67 Future Vol, veh/h 24 265 159 307 803 67 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 288 173 334 873 73 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1553 873 946 0 - 0 Stage 1 873 - - - - - Stage 2 680 - - - - - 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 125 349 725 - - - Stage 1 409 - - - - - Stage 2 503 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 95 349 725 - - - Mov Cap-2 Maneuver 95 - - - - - Stage 1 311 - - - - - Stage 2 503 - - - - - Approach EB NB SB HCM Control Delay, s 49.9 3.9 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 725 - 95 349 - - HCM Lane V/C Ratio 0.238 - 0.275 0.825 - - HCM Control Delay (s) 11.5 - 56.7 49.3 - - HCM Lane LOS B - F E - - HCM 95th %tile Q(veh) 0.9 - 1 7.3 - - Recent AM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 65 16 24 57 0 Future Vol, veh/h 0 65 16 24 57 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 71 17 26 62 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 43 0 - 0 101 30 Stage 1 - - - - 30 - Stage 2 - - - - 71 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1566 - - - 898 1044 Stage 1 - - - - 993 - Stage 2 - - - - 952 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1566 - - - 898 1044 Mov Cap-2 Maneuver - - - - 898 - Stage 1 - - - - 993 - Stage 2 - - - - 952 - Approach EB WB SB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1566 - - - 898 HCM Lane V/C Ratio - - - -0.069 HCM Control Delay (s) 0 - - - 9.3 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 Recent PM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 153 173 574 463 31 Future Vol, veh/h 20 153 173 574 463 31 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 22 166 188 624 503 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1503 503 537 0 - 0 Stage 1 503 - - - - - Stage 2 1000 - - - - - 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 134 569 1031 - - - Stage 1 607 - - - - - Stage 2 356 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 110 569 1031 - - - Mov Cap-2 Maneuver 110 - - - - - Stage 1 497 - - - - - Stage 2 356 - - - - - Approach EB NB SB HCM Control Delay, s 17.6 2.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1031 - 110 569 - - HCM Lane V/C Ratio 0.182 - 0.198 0.292 - - HCM Control Delay (s) 9.3 - 45.6 13.9 - - HCM Lane LOS A - E B - - HCM 95th %tile Q(veh) 0.7 - 0.7 1.2 - - Recent PM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 43 62 34 51 0 Future Vol, veh/h 1 43 62 34 51 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 47 67 37 55 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 104 0 - 0 135 86 Stage 1 - - - - 86 - Stage 2 - - - - 49 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1488 - - - 859 973 Stage 1 - - - - 937 - Stage 2 - - - - 973 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1488 - - - 858 973 Mov Cap-2 Maneuver - - - - 858 - Stage 1 - - - - 936 - Stage 2 - - - - 973 - Approach EB WB SB HCM Control Delay, s 0.2 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1488 - - - 858 HCM Lane V/C Ratio 0.001 - - - 0.065 HCM Control Delay (s) 7.4 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.2 2025 Background AM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 11 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 24 270 162 313 819 68 Future Vol, veh/h 24 270 162 313 819 68 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 293 176 340 890 74 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1582 890 964 0 - 0 Stage 1 890 - - - - - Stage 2 692 - - - - - 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 120 342 714 - - - Stage 1 401 - - - - - Stage 2 497 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 90 342 714 - - - Mov Cap-2 Maneuver 90 - - - - - Stage 1 302 - - - - - Stage 2 497 - - - - - Approach EB NB SB HCM Control Delay, s 55.4 4 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 714 - 90 342 - - HCM Lane V/C Ratio 0.247 - 0.29 0.858 - - HCM Control Delay (s) 11.7 - 60.6 54.9 - - HCM Lane LOS B - F F - - HCM 95th %tile Q(veh) 1 - 1.1 7.9 - - 2025 Background AM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 66 16 24 58 0 Future Vol, veh/h 0 66 16 24 58 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 72 17 26 63 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 43 0 - 0 102 30 Stage 1 - - - - 30 - Stage 2 - - - - 72 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1566 - - - 896 1044 Stage 1 - - - - 993 - Stage 2 - - - - 951 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1566 - - - 896 1044 Mov Cap-2 Maneuver - - - - 896 - Stage 1 - - - - 993 - Stage 2 - - - - 951 - Approach EB WB SB HCM Control Delay, s 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1566 - - - 896 HCM Lane V/C Ratio - - - -0.07 HCM Control Delay (s) 0 - - - 9.3 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 2025 Background PM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 156 176 585 472 32 Future Vol, veh/h 20 156 176 585 472 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 22 170 191 636 513 35 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1531 513 548 0 - 0 Stage 1 513 - - - - - Stage 2 1018 - - - - - 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 129 561 1021 - - - Stage 1 601 - - - - - Stage 2 349 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 105 561 1021 - - - Mov Cap-2 Maneuver 105 - - - - - Stage 1 489 - - - - - Stage 2 349 - - - - - Approach EB NB SB HCM Control Delay, s 18 2.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1021 - 105 561 - - HCM Lane V/C Ratio 0.187 - 0.207 0.302 - - HCM Control Delay (s) 9.3 - 48 14.2 - - HCM Lane LOS A - E B - - HCM 95th %tile Q(veh) 0.7 - 0.7 1.3 - - 2025 Background PM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 44 63 35 52 0 Future Vol, veh/h 1 44 63 35 52 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 48 68 38 57 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 106 0 - 0 137 87 Stage 1 - - - - 87 - Stage 2 - - - - 50 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1485 - - - 856 971 Stage 1 - - - - 936 - Stage 2 - - - - 972 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1485 - - - 855 971 Mov Cap-2 Maneuver - - - - 855 - Stage 1 - - - - 935 - Stage 2 - - - - 972 - Approach EB WB SB HCM Control Delay, s 0.2 0 9.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1485 - - - 855 HCM Lane V/C Ratio 0.001 - - - 0.066 HCM Control Delay (s) 7.4 0 - - 9.5 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.2 2045 Background AM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 121.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 36 402 241 465 1217 102 Future Vol, veh/h 36 402 241 465 1217 102 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 39 437 262 505 1323 111 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2352 1323 1434 0 - 0 Stage 1 1323 - - - - - Stage 2 1029 - - - - - 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 ~ 39 ~ 191 474 - - - Stage 1 249 - - - - - Stage 2 345 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 17 ~ 191 474 - - - Mov Cap-2 Maneuver ~ 17 - - - - - Stage 1 111 - - - - - Stage 2 345 - - - - - Approach EB NB SB HCM Control Delay, s$ 670.2 7.4 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 474 - 17 191 - - HCM Lane V/C Ratio 0.553 - 2.302 2.288 - - HCM Control Delay (s) 21.6 -$ 1062.1$ 635.1 - - HCM Lane LOS C - F F - - HCM 95th %tile Q(veh) 3.3 - 5.5 35.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2045 Background AM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 99 24 36 86 0 Future Vol, veh/h 0 99 24 36 86 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 108 26 39 93 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 65 0 - 0 154 46 Stage 1 - - - - 46 - Stage 2 - - - - 108 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1537 - - - 838 1023 Stage 1 - - - - 976 - Stage 2 - - - - 916 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1537 - - - 838 1023 Mov Cap-2 Maneuver - - - - 838 - Stage 1 - - - - 976 - Stage 2 - - - - 916 - Approach EB WB SB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1537 - - - 838 HCM Lane V/C Ratio - - - -0.112 HCM Control Delay (s) 0 - - - 9.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.4 2045 Background PM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 10.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 30 232 262 870 702 47 Future Vol, veh/h 30 232 262 870 702 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 33 252 285 946 763 51 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2279 763 814 0 - 0 Stage 1 763 - - - - - Stage 2 1516 - - - - - 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 44 404 813 - - - Stage 1 460 - - - - - Stage 2 200 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 29 404 813 - - - Mov Cap-2 Maneuver ~ 29 - - - - - Stage 1 299 - - - - - Stage 2 200 - - - - - Approach EB NB SB HCM Control Delay, s 71.3 2.7 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 813 - 29 404 - - HCM Lane V/C Ratio 0.35 - 1.124 0.624 - - HCM Control Delay (s) 11.8 -$ 409.3 27.6 - - HCM Lane LOS B - F D - - HCM 95th %tile Q(veh) 1.6 - 3.7 4.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2045 Background PM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 2010 TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 65 94 52 77 0 Future Vol, veh/h 2 65 94 52 77 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 71 102 57 84 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 159 0 - 0 206 131 Stage 1 - - - - 131 - Stage 2 - - - - 75 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1420 - - - 782 919 Stage 1 - - - - 895 - Stage 2 - - - - 948 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1420 - - - 781 919 Mov Cap-2 Maneuver - - - - 781 - Stage 1 - - - - 894 - Stage 2 - - - - 948 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1420 - - - 781 HCM Lane V/C Ratio 0.002 - - - 0.107 HCM Control Delay (s) 7.5 0 - - 10.2 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.4 2025 Short Range Total AM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 14.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 28 292 200 313 819 75 Future Vol, veh/h 28 292 200 313 819 75 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 30 317 217 340 890 82 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1664 890 972 0 - 0 Stage 1 890 - - - - - Stage 2 774 - - - - - 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 107 342 709 - - - Stage 1 401 - - - - - Stage 2 455 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 74 342 709 - - - Mov Cap-2 Maneuver 74 - - - - - Stage 1 278 - - - - - Stage 2 455 - - - - - Approach EB NB SB HCM Control Delay, s 69 4.8 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 709 - 74 342 - - HCM Lane V/C Ratio 0.307 - 0.411 0.928 - - HCM Control Delay (s) 12.3 - 84.1 67.6 - - HCM Lane LOS B - F F - - HCM 95th %tile Q(veh) 1.3 - 1.6 9.5 - - 2025 Short Range Total AM Peak Hour Kellar Engineering LLC 5: International Blvd & Zurich Dr 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 312 260 15 8 0 Future Vol, veh/h 0 312 260 15 8 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 339 283 16 9 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 299 0 - 0 630 291 Stage 1 - - - - 291 - Stage 2 - - - - 339 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1262 - - - 446 748 Stage 1 - - - - 759 - Stage 2 - - - - 722 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1262 - - - 446 748 Mov Cap-2 Maneuver - - - - 446 - Stage 1 - - - - 759 - Stage 2 - - - - 722 - Approach EB WB SB HCM Control Delay, s 0 0 13.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1262 - - - 446 HCM Lane V/C Ratio - - - -0.019 HCM Control Delay (s) 0 - - - 13.2 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 2025 Short Range Total AM Peak Hour Kellar Engineering LLC 7: International Blvd & Munich Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 303 245 15 9 0 Future Vol, veh/h 0 303 245 15 9 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 329 266 16 10 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 282 0 - 0 603 274 Stage 1 - - - - 274 - Stage 2 - - - - 329 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1280 - - - 462 765 Stage 1 - - - - 772 - Stage 2 - - - - 729 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1280 - - - 462 765 Mov Cap-2 Maneuver - - - - 462 - Stage 1 - - - - 772 - Stage 2 - - - - 729 - Approach EB WB SB HCM Control Delay, s 0 0 13 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1280 - - - 462 HCM Lane V/C Ratio - - - -0.021 HCM Control Delay (s) 0 - - - 13 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 2025 Short Range Total AM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 66 16 39 67 0 Future Vol, veh/h 0 66 16 39 67 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 72 17 42 73 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 59 0 - 0 110 38 Stage 1 - - - - 38 - Stage 2 - - - - 72 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1545 - - - 887 1034 Stage 1 - - - - 984 - Stage 2 - - - - 951 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1545 - - - 887 1034 Mov Cap-2 Maneuver - - - - 887 - Stage 1 - - - - 984 - Stage 2 - - - - 951 - Approach EB WB SB HCM Control Delay, s 0 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1545 - - - 887 HCM Lane V/C Ratio - - - -0.082 HCM Control Delay (s) 0 - - - 9.4 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.3 2025 Short Range Total PM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 24 180 193 585 472 35 Future Vol, veh/h 24 180 193 585 472 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 196 210 636 513 38 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1569 513 551 0 - 0 Stage 1 513 - - - - - Stage 2 1056 - - - - - 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 122 561 1019 - - - Stage 1 601 - - - - - Stage 2 335 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 97 561 1019 - - - Mov Cap-2 Maneuver 97 - - - - - Stage 1 477 - - - - - Stage 2 335 - - - - - Approach EB NB SB HCM Control Delay, s 19.6 2.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1019 - 97 561 - - HCM Lane V/C Ratio 0.206 - 0.269 0.349 - - HCM Control Delay (s) 9.4 - 55.2 14.8 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 0.8 - 1 1.6 - - 2025 Short Range Total PM Peak Hour Kellar Engineering LLC 5: International Blvd & Zurich Dr 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 195 222 6 9 0 Future Vol, veh/h 0 195 222 6 9 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 212 241 7 10 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 248 0 - 0 457 245 Stage 1 - - - - 245 - Stage 2 - - - - 212 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1318 - - - 562 794 Stage 1 - - - - 796 - Stage 2 - - - - 823 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1318 - - - 562 794 Mov Cap-2 Maneuver - - - - 562 - Stage 1 - - - - 796 - Stage 2 - - - - 823 - Approach EB WB SB HCM Control Delay, s 0 0 11.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1318 - - - 562 HCM Lane V/C Ratio - - - -0.017 HCM Control Delay (s) 0 - - - 11.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 2025 Short Range Total PM Peak Hour Kellar Engineering LLC 7: International Blvd & Munich Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 186 215 7 9 0 Future Vol, veh/h 0 186 215 7 9 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 202 234 8 10 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 242 0 - 0 440 238 Stage 1 - - - - 238 - Stage 2 - - - - 202 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1324 - - - 574 801 Stage 1 - - - - 802 - Stage 2 - - - - 832 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1324 - - - 574 801 Mov Cap-2 Maneuver - - - - 574 - Stage 1 - - - - 802 - Stage 2 - - - - 832 - Approach EB WB SB HCM Control Delay, s 0 0 11.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1324 - - - 574 HCM Lane V/C Ratio - - - -0.017 HCM Control Delay (s) 0 - - - 11.4 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.1 2025 Short Range Total PM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 44 63 42 62 0 Future Vol, veh/h 1 44 63 42 62 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 48 68 46 67 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 114 0 - 0 141 91 Stage 1 - - - - 91 - Stage 2 - - - - 50 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1475 - - - 852 967 Stage 1 - - - - 933 - Stage 2 - - - - 972 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1475 - - - 851 967 Mov Cap-2 Maneuver - - - - 851 - Stage 1 - - - - 932 - Stage 2 - - - - 972 - Approach EB WB SB HCM Control Delay, s 0.2 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1475 - - - 851 HCM Lane V/C Ratio 0.001 - - - 0.079 HCM Control Delay (s) 7.4 0 - - 9.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.3 2045 Long Range Total AM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 459.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 52 491 393 465 1217 129 Future Vol, veh/h 52 491 393 465 1217 129 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 57 534 427 505 1323 140 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2682 1323 1463 0 - 0 Stage 1 1323 - - - - - Stage 2 1359 - - - - - 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 ~ 24 ~ 191 462 - - - Stage 1 249 - - - - - Stage 2 239 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 2 ~ 191 462 - - - Mov Cap-2 Maneuver ~ 2 - - - - - Stage 1 ~ 19 - - - - - Stage 2 239 - - - - - Approach EB NB SB HCM Control Delay, s$ 2282.5 25.3 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 462 - 2 191 - - HCM Lane V/C Ratio 0.925 -28.261 2.794 - - HCM Control Delay (s) 55.2 -$ 15717.7$ 859.6 - - HCM Lane LOS F - F F - - HCM 95th %tile Q(veh) 10.7 - 9.1 47.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2045 Long Range Total AM Peak Hour Kellar Engineering LLC 5: International Blvd & Zurich Dr 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 508 463 59 35 0 Future Vol, veh/h 0 508 463 59 35 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 552 503 64 38 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 567 0 - 0 1087 535 Stage 1 - - - - 535 - Stage 2 - - - - 552 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1005 - - - 239 545 Stage 1 - - - - 587 - Stage 2 - - - - 577 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1005 - - - 239 545 Mov Cap-2 Maneuver - - - - 239 - Stage 1 - - - - 587 - Stage 2 - - - - 577 - Approach EB WB SB HCM Control Delay, s 0 0 22.9 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1005 - - - 239 HCM Lane V/C Ratio - - - -0.159 HCM Control Delay (s) 0 - - - 22.9 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.6 2045 Long Range Total AM Peak Hour Kellar Engineering LLC 7: International Blvd & Munich Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 473 403 60 35 0 Future Vol, veh/h 0 473 403 60 35 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 514 438 65 38 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 503 0 - 0 985 471 Stage 1 - - - - 471 - Stage 2 - - - - 514 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1061 - - - 275 593 Stage 1 - - - - 628 - Stage 2 - - - - 600 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1061 - - - 275 593 Mov Cap-2 Maneuver - - - - 275 - Stage 1 - - - - 628 - Stage 2 - - - - 600 - Approach EB WB SB HCM Control Delay, s 0 0 20.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1061 - - - 275 HCM Lane V/C Ratio - - - -0.138 HCM Control Delay (s) 0 - - - 20.2 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.5 2045 Long Range Total AM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 99 24 96 121 0 Future Vol, veh/h 0 99 24 96 121 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 108 26 104 132 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 130 0 - 0 186 78 Stage 1 - - - - 78 - Stage 2 - - - - 108 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1455 - - - 803 983 Stage 1 - - - - 945 - Stage 2 - - - - 916 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1455 - - - 803 983 Mov Cap-2 Maneuver - - - - 803 - Stage 1 - - - - 945 - Stage 2 - - - - 916 - Approach EB WB SB HCM Control Delay, s 0 0 10.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1455 - - - 803 HCM Lane V/C Ratio - - - -0.164 HCM Control Delay (s) 0 - - - 10.4 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.6 2045 Long Range Total PM Peak Hour Kellar Engineering LLC 2: Timberline Rd & International Blvd 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 33 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 326 330 870 702 59 Future Vol, veh/h 47 326 330 870 702 59 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 - 400 - - 300 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 51 354 359 946 763 64 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2427 763 827 0 - 0 Stage 1 763 - - - - - Stage 2 1664 - - - - - 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 ~ 35 404 804 - - - Stage 1 460 - - - - - Stage 2 169 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 19 404 804 - - - Mov Cap-2 Maneuver ~ 19 - - - - - Stage 1 254 - - - - - Stage 2 169 - - - - - Approach EB NB SB HCM Control Delay, s 194.6 3.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 804 - 19 404 - - HCM Lane V/C Ratio 0.446 - 2.689 0.877 - - HCM Control Delay (s) 13 -$ 1185.7 51.7 - - HCM Lane LOS B - F F - - HCM 95th %tile Q(veh) 2.3 - 6.8 8.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 2045 Long Range Total PM Peak Hour Kellar Engineering LLC 5: International Blvd & Zurich Dr 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 336 363 26 37 0 Future Vol, veh/h 0 336 363 26 37 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 365 395 28 40 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 423 0 - 0 774 409 Stage 1 - - - - 409 - Stage 2 - - - - 365 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1136 - - - 367 642 Stage 1 - - - - 671 - Stage 2 - - - - 702 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1136 - - - 367 642 Mov Cap-2 Maneuver - - - - 367 - Stage 1 - - - - 671 - Stage 2 - - - - 702 - Approach EB WB SB HCM Control Delay, s 0 0 16 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1136 - - - 367 HCM Lane V/C Ratio - - - -0.11 HCM Control Delay (s) 0 - - - 16 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.4 2045 Long Range Total PM Peak Hour Kellar Engineering LLC 7: International Blvd & Munich Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 299 336 27 37 0 Future Vol, veh/h 0 299 336 27 37 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 325 365 29 40 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 394 0 - 0 705 380 Stage 1 - - - - 380 - Stage 2 - - - - 325 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1165 - - - 403 667 Stage 1 - - - - 691 - Stage 2 - - - - 732 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1165 - - - 403 667 Mov Cap-2 Maneuver - - - - 403 - Stage 1 - - - - 691 - Stage 2 - - - - 732 - Approach EB WB SB HCM Control Delay, s 0 0 14.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1165 - - - 403 HCM Lane V/C Ratio - - - - 0.1 HCM Control Delay (s) 0 - - - 14.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.3 2045 Long Range Total PM Peak Hour Kellar Engineering LLC 9: International Blvd & Mexico Way 10/22/2024 HCM 6th TWSC Synchro Report Sean Kellar, PE, PTOE Intersection Int Delay, s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 2 65 94 79 114 0 Future Vol, veh/h 2 65 94 79 114 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 2 71 102 86 124 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 188 0 - 0 220 145 Stage 1 - - - - 145 - Stage 2 - - - - 75 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1386 - - - 768 902 Stage 1 - - - - 882 - Stage 2 - - - - 948 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1386 - - - 766 902 Mov Cap-2 Maneuver - - - - 766 - Stage 1 - - - - 880 - Stage 2 - - - - 948 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1386 - - - 766 HCM Lane V/C Ratio 0.002 - - - 0.162 HCM Control Delay (s) 7.6 0 - - 10.6 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.6 Sean Kellar, PE, PTOE Principal Engineer Education B.S., Civil Engineering, Arizona State University – Tempe, AZ Registration Colorado, Professional Engineer (PE) Wyoming, Professional Engineer (PE) Idaho, Professional Engineer (PE) Arizona, Professional Engineer (PE) Kansas, Professional Engineer (PE) Missouri, Professional Engineer (PE) Professional Traffic Operations Engineer (PTOE) Professional Memberships Institute of Transportation Engineers (ITE) Industry Tenure 24 Years Sean’s wide range of expertise includes: transportation plan- ning, traffic modeling roadway design, bike and pedestrian facili- ties, traffic impact studies, traffic signal warrant analysis, parking studies, corridor planning and access management. Sean’s experience in both the private and public sectors; passion for safety and ex- cellence; and strong communication and collaboration skills can bring great value to any project. Prior to starting Kellar Engineering, Sean was employed at the Missouri Department of Transportation (MoDOT) as the District Traffic Engineer for the Kansas City District. Sean also worked for the City of Loveland, CO for over 10 years as a Senior Civil Engineer supervising a division of transportation/traffic engineers. While at the City of Loveland, Sean managed several capital improvement projects, presented several projects to the City Council and Planning Commission in public hearings, and managed the revisions to the City’s Street Standards. Sean is also proficient in Highway Capacity Software, Synchro, PT Vissim, Rodel, GIS, and AutoCAD. WORK EXPERIENCE: Kellar Engineering, Principal Engineer/President – January 2016 – Present Missouri Department of Transportation, District Traffic Engineer, Kansas City District – June 2015 – January 2016 City of Loveland, Colorado, Senior Civil Engineer, Public Works Department – February 2005 – June 2015 Kirkham Michael Consulting Engineers, Project Manager - February 2004 – February 2005 Dibble and Associates Consulting Engineers, Project Engineer – August 1999 – February 2004