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HomeMy WebLinkAbout04-22 Traffic Impact Analysis i Traffic Impact Analysis 84 Lumber Truss Plant Martinsburg Pike and Yardmaster Court Frederick County, Virginia Prepared for: 84 Lumber April 20th, 2022 ii Traffic Impact Analysis 84 Lumber Truss Plant Martinsburg Pike and Yardmaster Court Frederick County, Virginia Prepared April 20th, 2022 Prepared for: 84 Lumber Prepared by: Bowman Consulting Group, Ltd. Traffic Project Manager: Michael Young, P.E. Bowman Job # 130155-01-003 iii Table of Contents Executive Summary ........................................................................................................................................................ v Introduction....................................................................................................................................................................... 1 Background Information .............................................................................................................................................. 1 Scope of Work ............................................................................................................................................................. 2 Existing Roadway Network .......................................................................................................................................... 3 Existing Intersection Configuration .......................................................................................................................... 3 Data Collection ................................................................................................................................................................. 4 Turning Movement Counts .................................................................................................................................... 4 Programmed Improvements .................................................................................................................................. 4 Traffic Forecast and Background Traffic ................................................................................................................. 5 Proposed Development ................................................................................................................................................ 5 Trip Generation and Trip Distribution ..................................................................................................................... 5 Capacity Analysis ............................................................................................................................................................. 6 Capacity Analysis of Existing Conditions (Year 2022) ................................................................................... 7 Capacity Analysis Comparison – No Build vs. Build Conditions (Year 2023) ....................................... 8 Summary ......................................................................................................................................................................... 11 Conclusion ...................................................................................................................................................................... 11 List of Figures Figure 1. Site Location .................................................................................................................................................. 1 Figure 2. Conceptual Plan ........................................................................................................................................... 2 Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection ............. 4 List of Tables Table 1. Site Trip Generation ...................................................................................................................................... 5 Table 2. HCM Level of Service Criteria .................................................................................................................... 6 Table 3. 2022 Existing Conditions Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private Dwy ........................................................................................................................................................................ 7 Table 4. 2023 AM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private Dwy ....................................................................................................................................................................................... 8 Table 5. 2023 PM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private Dwy ....................................................................................................................................................................................... 9 Table 6. 2023 AM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy ........................... 10 Table 7. 2023 PM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy ............................ 10 iv Appendices Appendix A: Conceptual Plan Appendix B: Turning Movement Counts Appendix C: Traffic Volume and Traffic Distribution Exhibits Appendix D: Existing (2022) Capacity Analysis Appendix E: No Build (2023) Capacity Analysis Appendix F: Build (2023) Capacity Analysis v Executive Summary This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for the proposed 84 Lumber Truss Plant development located in Frederick County, VA. The purpose of this analysis is to determine the potential impact (if any) to the existing traffic operations of the surrounding roadway network caused by the proposed development. Description of Proposed Development The proposed development is to be located at the northwest corner of the intersection of Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. The proposed site will consist of a Truss Plant including 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. Access to the proposed site will be provided via three (3) full-access driveways connecting to Yardmaster Court: one (1) proposed truck driveway, one (1) proposed customer/employee driveway, and one (1) existing employee driveway. To provide a conservative analysis of the driveway operations for the site, the access to the proposed site will be evaluated as one site driveway connecting to Yardmaster Court. Scope of Work The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines. To examine the projected impact of the proposed development’s site traffic on the existing roadway network, the following study intersections were analyzed in this report: · Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway (Unsignalized) · Yardmaster Court and Proposed Site Driveway (Unsignalized) For the purposes of this analysis, it is anticipated that the proposed development will be constructed and fully operational by the year 2023. Therefore, the following scenarios were evaluated as part of this study: · Existing Conditions (2022) · Future Conditions (2023) without the proposed development (No Build) · Future Conditions (2023) with the proposed development (Build) vi Programmed Improvements It is Bowman’s understanding that there are no programmed roadway improvements within the project vicinity. Trip Generation Trip generation for the proposed development was calculated based on the calculations and formulae contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The proposed 84 Lumber Truss Plant Development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. Capacity Analysis Results To evaluate the traffic operations with the proposed development in place, capacity analyses were completed at the two (2) study intersections included in this report. The purpose for this analysis was to compare the results of the No Build and Build Conditions to identify areas impacted by the proposed development. The results of the capacity analysis indicate that there are no projected changes to levels of service at the study intersections from No Build to Build Conditions. Conclusion Based on the results of the analysis contained in this report, the addition of the site traffic associated with the proposed development is not expected to adversely impact the operations of the existing roadway network. 1 Introduction This report summarizes the findings of the Traffic Impact Analysis (TIA) performed by Bowman for the proposed 84 Lumber Truss Plant development located in Frederick County, VA. The purpose of this analysis is to determine the potential impact (if any) to the existing traffic operations of the surrounding roadway network caused by the proposed development. Background Information The proposed development is to be located at the northwest corner of the intersection of Martinsburg Pike (US 11) and Yardmaster Court in Frederick County, VA. Figure 1 depicts the site location. Figure 1. Site Location The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. The conceptual plan for the proposed site is depicted on Figure 2 and included in Appendix A. 2 Figure 2. Conceptual Plan As shown in Figure 2, access to the proposed site will be provided via three (3) full-access driveways connecting to Yardmaster Court: one (1) proposed truck driveway, one (1) proposed customer/employee driveway, and one (1) existing employee driveway. To provide a conservative analysis of the driveway operations for the site, the access to the proposed site will be evaluated as one site driveway connecting to Yardmaster Court. Scope of Work The scope of work for this analysis was prepared per VDOT Traffic Impact Analysis Guidelines. In accordance with VDOT requirements, the following items were analyzed in this report: · Trip generation calculations for the proposed development · Traffic assignment (trip distribution) for the proposed development · Capacity and queuing analyses For the purposes of this analysis, it is anticipated that the proposed development will be constructed and fully operational by the year 2023. Therefore, the following scenarios were evaluated as part of this study: Study Periods · Existing Conditions (2022) · Future Conditions (2023) without the proposed development (No Build) · Future Conditions (2023) with the proposed development (Build) 3 Intersections Evaluated · Martinsburg Pike and Yardmaster Court/Private Driveway (US 11) (Unsignalized) · Yardmaster Court and Proposed Site Driveway (Unsignalized) Programmed Improvements · It is Bowman’s understanding that there are no proposed roadway improvements within the Project vicinity. Background Growth Rate · Historical traffic volumes along Martinsburg Pike published by VDOT for the previous five (5) years indicate that there has been a decrease in background traffic from 7,800 daily vehicles in 2015 to 7,600 daily vehicles in 2019. · Therefore, in order to provide a conservative amount of background traffic growth, a background growth rate of 2.0% per year will be used in the study. Existing Roadway Network Martinsburg Pike (US 11) within the identified study area is a two-lane undivided roadway with auxiliary turning lanes, listed as a Major Collector on VDOT’s Functional Classification Map. It has a north-south alignment with a posted speed limit of 45 mph. Yardmaster Court within the identified study area is a two-lane undivided roadway with an auxiliary right turn lane, listed as a Local Road on VDOT’s Functional Classification Map. It has an east-west alignment with a statutory speed limit of 25 mph. Existing Intersection Configuration Intersection of Martinsburg Pike and Yardmaster Court/Private Driveway This intersection is currently a four-legged unsignalized intersection where Yardmaster Court/Private Driveway has an east-west alignment and Martinsburg Pike has a north-south alignment as shown on Figure 3. 4 Figure 3. Aerial of Martinsburg Pike and Yardmaster Court/Private Driveway Intersection The eastbound approach consists of one shared left turn/through lane and one exclusive right turn lane. The westbound approach consists of one shared left turn/through/right turn lane. The northbound approach consists of one exclusive left turn lane and one shared through/right turn lane. The southbound approach consists of one exclusive left turn lane, one through lane, and one exclusive right turn lane. Data Collection Turning Movement Counts Turning movement counts were collected at the Martinsburg Pike and Yardmaster Court/Private Driveway intersection during the morning (7:00 AM – 9:00 AM) and evening (4:00 PM – 6:00 PM) peak periods. The turning movement counts were collected on Wednesday, March 23rd, 2022. The roadway network AM peak hour was determined to be from 8:00 AM – 9:00 AM, and the PM peak hour was determined to be from 4:15 PM – 5:15 PM. A copy of the turning movement counts is included in Appendix B. Programmed Improvements It is Bowman’s understanding that there are no proposed roadway improvements within the project vicinity. 5 Traffic Forecast and Background Traffic For the purposes of this analysis, it is anticipated that the 84 Lumber Truss Plant Development will be constructed and fully operational by the year 2023. The following scenarios were evaluated as part of this study: · Existing Conditions (2022) · Future Conditions (2023) without the proposed development (No Build) · Future Conditions (2023) with the proposed development (Build) The 2022 Existing Peak Hour Traffic Volumes are depicted on Exhibit 1 in Appendix C. As previously mentioned, a background growth rate factor of 2.0% per year was applied to the traffic counts to grow the existing volumes to Future Conditions. This growth rate factor was applied to project the 2022 Existing Traffic Volumes one (1) year to develop the 2023 No Build Peak Hour Traffic Volumes, which are depicted on Exhibit 2 in Appendix C. Proposed Development The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is an expansion of an existing 84 Lumber Facility, and will be located directly to the east of the existing facility. Trip Generation and Trip Distribution The Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition was used to determine the number of trips generated by the proposed land use. Table 1 displays the trip generation for the proposed development. Table 1. Site Trip Generation As shown in Table 1, the proposed 84 Lumber Truss Plant Development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. 6 These traffic volumes were then distributed to the roadway network in accordance with a site traffic distribution pattern developed from the 2022 traffic counts. The site trip distribution is depicted on Exhibit 3 in Appendix C, and the site-generated trips are depicted on Exhibit 4 in Appendix C. The projected site trips were then added to the 2023 No Build Traffic Volumes to create the 2023 Build Peak Hour Traffic Volumes, which are depicted on Exhibit 5 in Appendix C. Capacity Analysis The study intersections were analyzed for each scenario using the 6th Edition of the Highway Capacity Manual (HCM) methodologies using the computer software package Synchro 10 with SimTraffic. The analysis uses capacity, Level of Service (LOS), control delay, and queuing as the criteria for the performance of the intersections. The analysis models were developed per the standards and requirements included in VDOT’s Traffic Operations and Safety Analysis Manual (TOSAM) – Version 2.0. Capacity, as defined by the HCM, is a measure of the maximum number of vehicles in an hour that can travel through an intersection or section of roadway under typical conditions. Level of Service (LOS) is a marker of the driving conditions and perception of drivers while traveling during the given time period. LOS ranges from LOS “A”, which represents free-flow conditions, to LOS “F”, which represents breakdown conditions. Table 2 shows the LOS for intersections as defined by the HCM. Table 2. HCM Level of Service Criteria Control delay is a measure of the total amount of delay experienced by an individual vehicle and includes delay related to deceleration, queue delay, stopped delay, and acceleration. Table 2 shows the amount of control delay (in seconds per vehicle) that corresponds to the LOS for signalized and unsignalized intersections. The reported queues, or linear distance of delayed vehicles, for the intersections in this study are the 95th percentile queues reported by SimTraffic after 10 runs of 60 minutes each with a 15- minute seeding time. They are reported to ensure that the storage lengths of lanes at 7 intersections are of adequate length and that queued vehicles will not interfere with free flow vehicles or adjacent intersections. Capacity analyses were completed for the following scenarios during the morning and evening peak hours: · Existing Conditions (2022) · Future Conditions (2023) without the proposed development (No Build) · Future Conditions (2023) with the proposed development (Build) Capacity Analysis of Existing Conditions (Year 2022) A capacity analysis under the Existing Year 2022 Conditions was conducted for the study intersection previously described in this report. The Existing Conditions capacity analysis results are included in Appendix D. Intersection of Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway Based on the results of the capacity analysis under Existing Conditions, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway currently operates at an acceptable overall level of service “A” during both the morning and evening peak hours. All turning movements and approaches currently operate at a LOS C or better during both the morning and evening peak hours. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 3. Table 3. 2022 Existing Conditions Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private Dwy 8 Capacity Analysis Comparison – No Build vs. Build Conditions (Year 2023) Capacity analyses were conducted for the No Build and Build Conditions for the proposed year 2023. The primary purpose for this approach was to compare the results in order to identify areas impacted by the proposed development. The capacity analysis results are included in Appendices E and F. Intersection of Martinsburg Pike (US 11) and Yardmaster Court/Private Driveway Morning Peak Hour Based on the results of the capacity analysis during the morning peak hour, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable overall level of service “A” during both the No Build and Build Conditions, with an increase in delay of 0.6 seconds. There are no projected changes in levels of service from No Build to Build Conditions. The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate at a LOS A during both the No Build and Build Conditions. The side-street (Yardmaster Court) turning movements and approaches are all projected to operate at a LOS C or better during both the No Build and Build Conditions. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 4. Table 4. 2023 AM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private Dwy 9 Evening Peak Hour Based on the results of the capacity analysis during the evening peak hour, the intersection of Martinsburg Pike and Yardmaster Court/Private Driveway is projected to operate at an acceptable overall level of service “A” during both the No Build and Build Conditions, with an increase in delay of 0.7 seconds. There are no projected changes to levels of service from No Build to Build Conditions. The mainline (Martinsburg Pike) turning movements and approaches are all projected to operate at a LOS A during both the No Build and Build Conditions. The side-street (Yardmaster Court/Private Driveway) turning movements and approaches are all projected to operate at a LOS C or better during both the No Build and Build Conditions. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 5. Table 5. 2023 PM Peak Hour Capacity Analysis – Martinsburg Pike and Yardmaster Court/ Private Dwy Intersection of Yardmaster Court and Proposed Site Driveway Morning Peak Hour Based on the results of the capacity analysis during the morning peak hour, the southbound approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to operate at a LOS A under Build Conditions. All other movements are free-flowing, and therefore do not produce delay. 10 The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 6. Table 6. 2023 AM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy Evening Peak Hour Based on the results of the capacity analysis during the evening peak hour, the southbound approach at the intersection of Yardmaster Court and the Proposed Site Driveway is projected to operate at a LOS A under Build Conditions. All other movements are free-flowing, and therefore do not produce delay. The queue results from SimTraffic do not appear to exceed the available storage for the auxiliary lanes. The capacity analysis results are summarized in Table 7. Table 7. 2023 PM Peak Hour Capacity Analysis – Yardmaster Court and Site Dwy As previously discussed and to provide a conservative analysis of the driveway operations for the site, the access to the proposed site was evaluated as one site driveway connecting to Yardmaster Court. The capacity analysis results above indicate that the proposed driveway approach analyzed is projected to operate at an acceptable LOS A during both the morning and evening peak hours. Therefore, because the traffic anlayzed at this location would be divided among the three (3) proposed site driveways, it is anticipated that the 3 driveways will also operate at a LOS A during both the morning and evening peak hours. 11 Summary The Applicant is proposing to develop the site with a Truss Plant consisting of 31,750 S.F. of assembly and storage buildings, as well as a 2,000 S.F. small office building. The proposed development is expected to generate 53 total trips (33 in and 20 out) during the morning peak hour, 75 total trips (33 in and 42 out) during the evening peak hour, and 570 total trips (284 in and 286 out) during an average weekday. To evaluate the traffic operations with the proposed development in place, capacity analyses were completed at the two (2) study intersections included in this report. The purpose for this analysis was to compare the results of the No Build and Build Conditions to identify areas impacted by the proposed development. The results of the capacity analysis indicate that there are no projected changes to levels of service at the study intersections from No Build to Build Conditions. Conclusion Based on the results of the analysis contained in this report, the addition of the site traffic associated with the proposed development is not expected to adversely impact the operations of the existing roadway network. Appendix A Conceptual Plan OEOEXXXXXXXXXXXXOEOEOEOEOEOEOEOEOEOEOEOEX XXXXXXXXXXOE OE N OEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE XXXXXXXX X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X XXXX X XXX Appendix B Turning Movement Counts Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: QC JOB #: 15746201 CITY/STATE: CITY/STATE: Frederick, VA DATE: DATE: Wed, Mar 23 2022 353 250 5 348 0 21 8 0 5 8 0.790.79 3 27 11 2 9 13 242 1 361 256 Peak-Hour: 8:00 AM -- 9:00 AMPeak-Hour: 8:00 AM -- 9:00 AM Peak 15-Min: 8:45 AM -- 9:00 AMPeak 15-Min: 8:45 AM -- 9:00 AM 11.3 11.6 20 11.2 0 38.1 25 0 20 37.5 0 33.3 36.4 50 33.3 53.8 11.2 0 12.2 13.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Martinsburg Pike Martinsburg Pike (Northbound)(Northbound) Martinsburg Pike Martinsburg Pike (Southbound)(Southbound) Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy (Eastbound)(Eastbound) Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 7:00 AM 6 55 0 0 0 70 5 0 0 0 0 0 0 0 0 0 136 7:15 AM 1 49 0 0 0 87 2 0 0 0 4 0 0 0 0 0 143 7:30 AM 4 53 1 0 0 88 4 0 1 0 1 0 0 1 0 0 153 7:45 AM 2 72 0 0 0 89 1 0 2 2 2 0 0 1 0 0 171 603 8:00 AM 5 57 0 0 0 68 0 0 3 4 1 0 0 1 0 0 139 606 8:15 AM 2 53 0 0 0 76 1 0 4 2 1 0 0 2 0 0 141 604 8:30 AM 3 52 1 0 0 94 0 0 0 2 6 0 0 0 0 0 158 609 8:45 AM 3 80 0 0 0 110 4 0 1 0 3 0 2 0 0 0 203 641 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 12 320 0 0 0 440 16 0 4 0 12 0 8 0 0 0 812 Heavy Trucks 8 32 0 0 64 4 0 0 4 4 0 0 116 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/28/2022 3:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: LOCATION: Martinsburg Pike -- Yardmaster Ct/Private Dwy QC JOB #: QC JOB #: 15746202 CITY/STATE: CITY/STATE: Frederick, VA DATE: DATE: Wed, Mar 23 2022 291 541 5 286 0 16 15 0 1 0 0.940.94 0 54 39 1 0 11 526 0 326 537 Peak-Hour: 4:15 PM -- 5:15 PMPeak-Hour: 4:15 PM -- 5:15 PM Peak 15-Min: 4:30 PM -- 4:45 PMPeak 15-Min: 4:30 PM -- 4:45 PM 2.4 3 20 2.1 0 18.8 0 0 0 0 0 3.7 5.1 0 0 18.2 3 0 2.5 3.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N/A N/A N/A N/A N/A N/A N/A N/A 15-Min Count15-Min CountPeriod Period Beginning AtBeginning At Martinsburg Pike Martinsburg Pike (Northbound)(Northbound) Martinsburg Pike Martinsburg Pike (Southbound)(Southbound) Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy (Eastbound)(Eastbound) Yardmaster Ct/Private DwyYardmaster Ct/Private Dwy (Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU 4:00 PM 4 134 0 0 0 73 4 0 1 0 5 0 0 0 0 0 221 4:15 PM 7 135 0 0 0 66 2 0 0 0 4 0 0 0 0 0 214 4:30 PM 1 127 0 0 0 73 2 0 10 0 23 0 0 0 0 0 236 4:45 PM 1 132 0 0 0 64 0 0 0 0 1 0 0 0 0 0 198 869 5:00 PM 2 132 0 0 0 83 1 0 5 0 11 0 1 0 0 0 235 883 5:15 PM 0 97 0 0 0 62 0 0 3 0 8 0 2 0 0 0 172 841 5:30 PM 0 118 0 0 0 79 3 0 3 0 10 0 0 0 0 0 213 818 5:45 PM 1 78 0 0 0 63 2 0 0 0 6 0 0 0 0 0 150 770 Peak 15-MinPeak 15-Min FlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 4 508 0 0 0 292 8 0 40 0 92 0 0 0 0 0 944 Heavy Trucks 4 16 0 0 8 0 0 0 4 0 0 0 32 Buses Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Scooters Comments: Report generated on 3/28/2022 3:27 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 Appendix C Traffic Volume and Traffic Distribution Exhibits (5)(286)(0)0 (0) 5 348 0 3 (0) 21 (16)2 (1) (15)8 (54)27 (0)8 13 242 1 (39)11 (11)(526)(0) NOT TO SCALE Legend 123 - AM Peak Hour Traffic Volumes 1 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA Frederick County, VA PROJECT NO. 130155-01-003 2022 Existing Peak Hour Traffic Volumes EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate Dwy (5)(292)(0)0 (0) 5 355 0 3 (0) 21 (16)2 (1) (15)8 (54)27 (0)8 13 247 1 (39)11 (11)(537)(0) NOT TO SCALE Legend 123 - AM Peak Hour Traffic Volumes 2 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA Frederick County, VA PROJECT NO. 130155-01-003 2023 No Build Peak Hour Traffic Volumes EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate Dwy 100%45% (100%)100%100%45% 45%(45%) 55% 55%(55%)55% NOT TO SCALE Legend 123 - AM Peak Hour Traffic Volumes 3 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA Frederick County, VA PROJECT NO. 130155-01-003 Trip Distribution EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate DwySite Dwy (42)(15) 20 33 (33)15 (19)9 18 (23)11 (18) NOT TO SCALE Legend 123 - AM Peak Hour Traffic Volumes 4 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA Frederick County, VA PROJECT NO. 130155-01-003 Site Trips EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate DwySite Dwy (0)(42)(20)(292)(0)0 (0) 0 20 33 (33)20 355 0 3 (0) 21 (16)2 (1) (0)0 (34)17 (54)27 (0)8 31 247 1 (62)22 (29)(537)(0) NOT TO SCALE Legend 123 - AM Peak Hour Traffic Volumes 5 (123) - PM Peak Hour Traffic Volumes 84 Lumber Truss Plant TIA Frederick County, VA PROJECT NO. 130155-01-003 2023 Build Peak Hour Traffic Volumes EXHIBITMartinsburg PikeYardmaster Court Martinsburg PikePrivate DwySite Dwy Appendix D Existing (2022) Capacity Analysis Lanes, Volumes, Timings 2022 Existing AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2022 Existing AM Synchro 10 Report MJY Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5 Future Volume (vph) 8 8 11 2 3 0 13 242 1 0 348 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 733 347 793 874 Travel Time (s) 20.0 9.5 12.0 13.2 Peak Hour Factor 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2022 Existing AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2022 Existing AM Synchro 10 Report MJY Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5 Future Vol, veh/h 8 8 11 2 3 0 13 242 1 0 348 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 10 10 14 3 4 0 16 306 1 0 441 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 782 780 441 795 786 307 447 0 0 307 0 0 Stage 1 441 441 - 339 339 - - - - - - - Stage 2 341 339 - 456 447 - - - - - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - - Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - - Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - - Pot Cap-1 Maneuver 311 314 564 233 299 725 886 - - 1265 - - Stage 1 581 546 - 565 620 - - - - - - - Stage 2 653 603 - 477 549 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 304 308 564 219 294 725 886 - - 1265 - - Mov Cap-2 Maneuver 304 308 - 219 294 - - - - - - - Stage 1 571 546 - 555 609 - - - - - - - Stage 2 637 592 - 457 549 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.1 19.2 0.5 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 886 - - 306 564 259 1265 - - HCM Lane V/C Ratio 0.019 - - 0.066 0.025 0.024 - - - HCM Control Delay (s) 9.1 - - 17.6 11.5 19.2 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0.1 0 - - SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 2022 Existing AM SimTraffic Report MJY Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 672 621 653 657 583 612 616 Vehs Exited 676 623 647 655 586 616 616 Starting Vehs 5 6 5 5 7 9 5 Ending Vehs 1 4 11 7 4 5 5 Travel Distance (mi) 210 194 203 204 182 192 192 Travel Time (hr) 5.4 4.8 5.1 5.1 4.5 4.8 4.7 Total Delay (hr) 0.4 0.3 0.3 0.3 0.3 0.3 0.2 Total Stops 47 35 34 41 35 36 32 Fuel Used (gal) 6.2 5.6 6.1 5.9 5.2 5.7 5.6 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 661 645 633 637 Vehs Exited 665 647 633 636 Starting Vehs 7 6 3 5 Ending Vehs 3 4 3 5 Travel Distance (mi) 207 201 198 198 Travel Time (hr) 5.2 5.0 5.0 5.0 Total Delay (hr) 0.3 0.3 0.3 0.3 Total Stops 43 35 37 39 Fuel Used (gal) 6.0 5.8 5.8 5.8 Interval #0 Information Seeding Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 2022 Existing AM SimTraffic Report MJY Page 2 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 150 141 133 147 139 146 119 Vehs Exited 148 138 132 147 143 152 123 Starting Vehs 5 6 5 5 7 9 5 Ending Vehs 7 9 6 5 3 3 1 Travel Distance (mi) 46 43 41 45 44 47 38 Travel Time (hr) 1.2 1.1 1.0 1.2 1.1 1.2 0.9 Total Delay (hr) 0.1 0.0 0.1 0.1 0.1 0.1 0.0 Total Stops 11 4 10 14 8 9 7 Fuel Used (gal) 1.4 1.2 1.3 1.3 1.2 1.4 1.1 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 165 140 153 144 Vehs Exited 167 141 149 144 Starting Vehs 7 6 3 5 Ending Vehs 5 5 7 5 Travel Distance (mi) 52 43 47 45 Travel Time (hr) 1.3 1.1 1.2 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 9 10 8 10 Fuel Used (gal) 1.5 1.3 1.4 1.3 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 2022 Existing AM SimTraffic Report MJY Page 3 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 214 186 200 197 183 220 200 Vehs Exited 215 188 201 197 184 212 196 Starting Vehs 7 9 6 5 3 3 1 Ending Vehs 6 7 5 5 2 11 5 Travel Distance (mi) 68 58 63 61 58 68 62 Travel Time (hr) 1.8 1.5 1.6 1.6 1.4 1.7 1.5 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 17 12 6 15 5 10 13 Fuel Used (gal) 2.0 1.7 1.9 1.8 1.6 2.0 1.8 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 218 203 194 203 Vehs Exited 214 201 197 200 Starting Vehs 5 5 7 5 Ending Vehs 9 7 4 5 Travel Distance (mi) 67 62 61 63 Travel Time (hr) 1.7 1.6 1.6 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 17 11 16 14 Fuel Used (gal) 2.0 1.8 1.8 1.9 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 2022 Existing AM SimTraffic Report MJY Page 4 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 142 139 148 152 130 112 140 Vehs Exited 146 138 150 152 125 123 141 Starting Vehs 6 7 5 5 2 11 5 Ending Vehs 2 8 3 5 7 0 4 Travel Distance (mi) 45 43 46 48 40 36 44 Travel Time (hr) 1.1 1.1 1.1 1.2 1.0 0.9 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 Total Stops 11 10 5 4 10 7 5 Fuel Used (gal) 1.4 1.3 1.3 1.3 1.2 1.1 1.3 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 136 153 128 138 Vehs Exited 140 159 129 141 Starting Vehs 9 7 4 5 Ending Vehs 5 1 3 4 Travel Distance (mi) 43 49 40 43 Travel Time (hr) 1.1 1.2 1.0 1.1 Total Delay (hr) 0.1 0.1 0.0 0.1 Total Stops 6 6 5 7 Fuel Used (gal) 1.2 1.4 1.1 1.3 SimTraffic Simulation Summary 2022 Existing AM 04/18/2022 2022 Existing AM SimTraffic Report MJY Page 5 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 166 155 172 161 131 134 157 Vehs Exited 167 159 164 159 134 129 156 Starting Vehs 2 8 3 5 7 0 4 Ending Vehs 1 4 11 7 4 5 5 Travel Distance (mi) 52 49 53 50 41 41 49 Travel Time (hr) 1.3 1.2 1.4 1.2 1.0 1.0 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 Total Stops 8 9 13 8 12 10 7 Fuel Used (gal) 1.5 1.4 1.6 1.4 1.2 1.2 1.4 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 142 149 158 152 Vehs Exited 144 146 158 150 Starting Vehs 5 1 3 4 Ending Vehs 3 4 3 5 Travel Distance (mi) 45 46 50 48 Travel Time (hr) 1.1 1.1 1.2 1.2 Total Delay (hr) 0.0 0.0 0.1 0.1 Total Stops 11 8 8 8 Fuel Used (gal) 1.3 1.3 1.5 1.4 Queuing and Blocking Report 2022 Existing AM 04/18/2022 2022 Existing AM SimTraffic Report MJY Page 6 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 62 59 48 42 Average Queue (ft) 15 11 6 4 95th Queue (ft) 47 40 31 23 Link Distance (ft) 687 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 Lanes, Volumes, Timings 2022 Existing PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2022 Existing PM Synchro 10 Report MJY Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5 Future Volume (vph) 15 0 39 1 0 0 11 526 0 0 286 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 810 347 793 874 Travel Time (s) 22.1 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 37.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2022 Existing PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2022 Existing PM Synchro 10 Report MJY Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5 Future Vol, veh/h 15 0 39 1 0 0 11 526 0 0 286 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 16 0 41 1 0 0 12 560 0 0 304 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 888 888 304 911 893 560 309 0 0 560 0 0 Stage 1 304 304 - 584 584 - - - - - - - Stage 2 584 584 - 327 309 - - - - - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - - Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - - Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - - Pot Cap-1 Maneuver 292 314 741 232 256 515 1166 - - 1021 - - Stage 1 730 689 - 470 470 - - - - - - - Stage 2 531 535 - 665 641 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 290 311 741 217 253 515 1166 - - 1021 - - Mov Cap-2 Maneuver 290 311 - 217 253 - - - - - - - Stage 1 723 689 - 465 465 - - - - - - - Stage 2 526 530 - 628 641 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.3 21.7 0.2 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1166 - - 290 741 217 1021 - - HCM Lane V/C Ratio 0.01 - - 0.055 0.056 0.005 - - - HCM Control Delay (s) 8.1 - - 18.1 10.1 21.7 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 0 - - SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 2022 Existing PM SimTraffic Report MJY Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 908 822 891 882 892 900 851 Vehs Exited 903 826 893 889 889 907 852 Starting Vehs 5 7 9 9 8 12 7 Ending Vehs 10 3 7 2 11 5 6 Travel Distance (mi) 285 260 281 279 281 285 269 Travel Time (hr) 7.2 6.6 7.1 7.0 7.1 7.2 6.7 Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.5 0.4 Total Stops 61 60 60 56 54 63 45 Fuel Used (gal) 8.4 7.5 8.1 8.0 8.0 8.3 7.7 Summary of All Intervals Run Number 7 8 9 Avg Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 831 897 905 878 Vehs Exited 832 900 903 880 Starting Vehs 7 10 3 7 Ending Vehs 6 7 5 6 Travel Distance (mi) 262 283 285 277 Travel Time (hr) 6.6 7.1 7.2 7.0 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 47 59 55 55 Fuel Used (gal) 7.5 8.3 8.1 8.0 Interval #0 Information Seeding Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 2022 Existing PM SimTraffic Report MJY Page 2 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 227 193 221 232 196 191 189 Vehs Exited 228 195 222 232 199 195 188 Starting Vehs 5 7 9 9 8 12 7 Ending Vehs 4 5 8 9 5 8 8 Travel Distance (mi) 71 61 70 72 62 61 60 Travel Time (hr) 1.8 1.6 1.7 1.8 1.5 1.6 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 12 15 14 17 13 14 14 Fuel Used (gal) 2.0 1.7 2.0 2.1 1.8 1.8 1.7 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 206 221 214 210 Vehs Exited 208 221 210 210 Starting Vehs 7 10 3 7 Ending Vehs 5 10 7 7 Travel Distance (mi) 66 69 67 66 Travel Time (hr) 1.6 1.8 1.7 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 15 11 13 Fuel Used (gal) 1.9 2.0 1.8 1.9 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 2022 Existing PM SimTraffic Report MJY Page 3 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 258 205 222 223 240 277 250 Vehs Exited 258 205 221 226 242 275 246 Starting Vehs 4 5 8 9 5 8 8 Ending Vehs 4 5 9 6 3 10 12 Travel Distance (mi) 81 65 70 71 76 87 79 Travel Time (hr) 2.0 1.6 1.8 1.8 1.9 2.3 2.0 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 15 13 21 13 13 24 15 Fuel Used (gal) 2.4 1.9 2.1 2.0 2.1 2.6 2.3 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 245 227 240 239 Vehs Exited 239 230 240 239 Starting Vehs 5 10 7 7 Ending Vehs 11 7 7 7 Travel Distance (mi) 76 72 75 75 Travel Time (hr) 1.9 1.8 1.9 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 15 14 16 16 Fuel Used (gal) 2.2 2.1 2.1 2.2 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 2022 Existing PM SimTraffic Report MJY Page 4 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 217 196 218 224 226 211 207 Vehs Exited 216 196 220 224 219 215 210 Starting Vehs 4 5 9 6 3 10 12 Ending Vehs 5 5 7 6 10 6 9 Travel Distance (mi) 69 62 70 71 70 67 65 Travel Time (hr) 1.7 1.6 1.8 1.7 1.7 1.6 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 15 15 14 13 9 12 10 Fuel Used (gal) 2.0 1.8 2.0 2.1 2.0 1.9 1.9 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 190 191 228 212 Vehs Exited 197 192 227 212 Starting Vehs 11 7 7 7 Ending Vehs 4 6 8 7 Travel Distance (mi) 61 61 72 67 Travel Time (hr) 1.5 1.5 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 6 14 15 12 Fuel Used (gal) 1.7 1.8 2.1 1.9 SimTraffic Simulation Summary 2022 Existing PM 04/18/2022 2022 Existing PM SimTraffic Report MJY Page 5 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 206 228 230 203 230 221 205 Vehs Exited 201 230 230 207 229 222 208 Starting Vehs 5 5 7 6 10 6 9 Ending Vehs 10 3 7 2 11 5 6 Travel Distance (mi) 64 72 72 64 72 69 65 Travel Time (hr) 1.6 1.8 1.8 1.6 1.9 1.7 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 19 17 11 13 19 13 6 Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.8 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 190 258 223 220 Vehs Exited 188 257 226 220 Starting Vehs 4 6 8 7 Ending Vehs 6 7 5 6 Travel Distance (mi) 59 81 71 69 Travel Time (hr) 1.5 2.0 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 14 16 13 14 Fuel Used (gal) 1.7 2.4 2.1 2.0 Queuing and Blocking Report 2022 Existing PM 04/18/2022 2022 Existing PM SimTraffic Report MJY Page 6 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 32 53 24 20 Average Queue (ft) 10 19 1 2 95th Queue (ft) 31 43 10 12 Link Distance (ft) 764 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 Appendix E No Build (2023) Capacity Analysis Lanes, Volumes, Timings 2023 No Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 No Build AM Synchro 10 Report MJY Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5 Future Volume (vph) 8 8 11 2 3 0 13 247 1 0 355 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 898 347 793 874 Travel Time (s) 24.5 9.5 12.0 13.2 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2023 No Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 No Build AM Synchro 10 Report MJY Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 8 11 2 3 0 13 247 1 0 355 5 Future Vol, veh/h 8 8 11 2 3 0 13 247 1 0 355 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 9 9 13 2 3 0 15 281 1 0 403 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 716 715 403 729 721 282 409 0 0 282 0 0 Stage 1 403 403 - 312 312 - - - - - - - Stage 2 313 312 - 417 409 - - - - - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - - Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - - Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - - Pot Cap-1 Maneuver 343 342 593 262 328 750 918 - - 1292 - - Stage 1 607 567 - 587 639 - - - - - - - Stage 2 674 619 - 505 573 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 336 337 593 248 323 750 918 - - 1292 - - Mov Cap-2 Maneuver 336 337 - 248 323 - - - - - - - Stage 1 597 567 - 578 629 - - - - - - - Stage 2 659 609 - 486 573 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.2 17.8 0.4 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 918 - - 336 593 288 1292 - - HCM Lane V/C Ratio 0.016 - - 0.054 0.021 0.02 - - - HCM Control Delay (s) 9 - - 16.3 11.2 17.8 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.1 0.1 0 - - SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 2023 No Build AM SimTraffic Report MJY Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 688 653 673 666 587 623 631 Vehs Exited 688 656 668 664 589 627 631 Starting Vehs 5 7 5 5 7 9 5 Ending Vehs 5 4 10 7 5 5 5 Travel Distance (mi) 216 206 211 209 184 197 198 Travel Time (hr) 5.5 5.2 5.3 5.2 4.6 5.0 4.9 Total Delay (hr) 0.4 0.3 0.3 0.3 0.2 0.3 0.2 Total Stops 51 32 41 38 34 38 28 Fuel Used (gal) 6.4 6.0 6.2 6.0 5.3 5.8 5.7 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 655 670 640 648 Vehs Exited 659 669 638 649 Starting Vehs 7 6 3 5 Ending Vehs 3 7 5 5 Travel Distance (mi) 207 210 201 204 Travel Time (hr) 5.1 5.2 5.1 5.1 Total Delay (hr) 0.3 0.3 0.3 0.3 Total Stops 35 40 32 36 Fuel Used (gal) 6.0 6.1 5.8 5.9 Interval #0 Information Seeding Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 2023 No Build AM SimTraffic Report MJY Page 2 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 166 145 149 163 143 151 138 Vehs Exited 163 144 144 162 147 156 140 Starting Vehs 5 7 5 5 7 9 5 Ending Vehs 8 8 10 6 3 4 3 Travel Distance (mi) 52 45 46 51 45 49 44 Travel Time (hr) 1.3 1.1 1.2 1.3 1.1 1.2 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 10 8 10 12 10 9 6 Fuel Used (gal) 1.5 1.3 1.4 1.5 1.3 1.5 1.3 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 170 148 169 155 Vehs Exited 171 149 165 153 Starting Vehs 7 6 3 5 Ending Vehs 6 5 7 5 Travel Distance (mi) 53 46 53 48 Travel Time (hr) 1.3 1.2 1.3 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 8 10 6 9 Fuel Used (gal) 1.5 1.4 1.5 1.4 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 2023 No Build AM SimTraffic Report MJY Page 3 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 202 182 188 178 153 200 188 Vehs Exited 204 183 192 181 153 198 184 Starting Vehs 8 8 10 6 3 4 3 Ending Vehs 6 7 6 3 3 6 7 Travel Distance (mi) 64 58 60 56 49 63 59 Travel Time (hr) 1.7 1.4 1.5 1.4 1.2 1.6 1.4 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 17 6 8 10 3 14 10 Fuel Used (gal) 1.9 1.7 1.7 1.6 1.3 1.9 1.7 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 190 190 171 184 Vehs Exited 187 187 177 185 Starting Vehs 6 5 7 5 Ending Vehs 9 8 1 5 Travel Distance (mi) 59 59 55 58 Travel Time (hr) 1.5 1.5 1.5 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 11 11 13 11 Fuel Used (gal) 1.8 1.7 1.7 1.7 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 2023 No Build AM SimTraffic Report MJY Page 4 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 150 151 156 164 139 122 148 Vehs Exited 154 149 159 157 134 125 147 Starting Vehs 6 7 6 3 3 6 7 Ending Vehs 2 9 3 10 8 3 8 Travel Distance (mi) 48 47 49 51 43 39 46 Travel Time (hr) 1.2 1.2 1.2 1.3 1.1 0.9 1.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 Total Stops 10 10 9 6 8 5 4 Fuel Used (gal) 1.4 1.4 1.4 1.4 1.2 1.1 1.4 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 144 170 132 148 Vehs Exited 148 176 130 148 Starting Vehs 9 8 1 5 Ending Vehs 5 2 3 5 Travel Distance (mi) 46 55 41 46 Travel Time (hr) 1.1 1.3 1.0 1.2 Total Delay (hr) 0.1 0.1 0.0 0.1 Total Stops 4 6 6 8 Fuel Used (gal) 1.3 1.6 1.1 1.3 SimTraffic Simulation Summary 2023 No Build AM 04/18/2022 2023 No Build AM SimTraffic Report MJY Page 5 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 170 175 180 161 152 150 157 Vehs Exited 167 180 173 164 155 148 160 Starting Vehs 2 9 3 10 8 3 8 Ending Vehs 5 4 10 7 5 5 5 Travel Distance (mi) 53 56 56 51 48 47 50 Travel Time (hr) 1.3 1.4 1.4 1.2 1.2 1.2 1.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.0 Total Stops 14 8 14 10 13 10 8 Fuel Used (gal) 1.6 1.6 1.7 1.5 1.4 1.3 1.4 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 151 162 168 161 Vehs Exited 153 157 166 162 Starting Vehs 5 2 3 5 Ending Vehs 3 7 5 5 Travel Distance (mi) 48 50 53 51 Travel Time (hr) 1.2 1.3 1.3 1.3 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 13 7 10 Fuel Used (gal) 1.4 1.5 1.5 1.5 Queuing and Blocking Report 2023 No Build AM 04/18/2022 2023 No Build AM SimTraffic Report MJY Page 6 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 62 52 45 44 Average Queue (ft) 14 11 6 3 95th Queue (ft) 43 39 27 21 Link Distance (ft) 852 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 Lanes, Volumes, Timings 2023 No Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 No Build PM Synchro 10 Report MJY Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5 Future Volume (vph) 15 0 39 1 0 0 11 537 0 0 292 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 889 347 793 874 Travel Time (s) 24.2 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2023 No Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 No Build PM Synchro 10 Report MJY Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5 Future Vol, veh/h 15 0 39 1 0 0 11 537 0 0 292 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 16 0 41 1 0 0 12 571 0 0 311 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 906 906 311 929 911 571 316 0 0 571 0 0 Stage 1 311 311 - 595 595 - - - - - - - Stage 2 595 595 - 334 316 - - - - - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - - Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - - Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - - Pot Cap-1 Maneuver 284 308 735 226 250 508 1159 - - 1012 - - Stage 1 724 685 - 463 464 - - - - - - - Stage 2 524 529 - 659 636 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 282 305 735 212 248 508 1159 - - 1012 - - Mov Cap-2 Maneuver 282 305 - 212 248 - - - - - - - Stage 1 717 685 - 458 459 - - - - - - - Stage 2 519 524 - 622 636 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.5 22.1 0.2 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1159 - - 282 735 212 1012 - - HCM Lane V/C Ratio 0.01 - - 0.057 0.056 0.005 - - - HCM Control Delay (s) 8.1 - - 18.5 10.2 22.1 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 0 - - SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 2023 No Build PM SimTraffic Report MJY Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 922 829 891 889 906 900 893 Vehs Exited 917 832 893 892 903 907 895 Starting Vehs 5 7 9 9 8 12 8 Ending Vehs 10 4 7 6 11 5 6 Travel Distance (mi) 291 263 282 281 286 286 283 Travel Time (hr) 7.4 6.7 7.2 7.1 7.2 7.2 7.1 Total Delay (hr) 0.5 0.4 0.5 0.5 0.5 0.5 0.4 Total Stops 60 55 58 56 54 59 44 Fuel Used (gal) 8.5 7.5 8.1 8.1 8.2 8.2 8.1 Summary of All Intervals Run Number 7 8 9 Avg Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 849 918 912 891 Vehs Exited 849 921 911 892 Starting Vehs 7 10 3 7 Ending Vehs 7 7 4 7 Travel Distance (mi) 269 290 288 282 Travel Time (hr) 6.8 7.3 7.3 7.1 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 48 59 52 54 Fuel Used (gal) 7.7 8.5 8.2 8.1 Interval #0 Information Seeding Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 2023 No Build PM SimTraffic Report MJY Page 2 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 234 193 221 232 203 191 210 Vehs Exited 235 195 222 232 207 195 210 Starting Vehs 5 7 9 9 8 12 8 Ending Vehs 4 5 8 9 4 8 8 Travel Distance (mi) 74 61 70 73 65 61 67 Travel Time (hr) 1.9 1.6 1.7 1.8 1.6 1.6 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 12 16 14 17 15 12 14 Fuel Used (gal) 2.1 1.7 2.0 2.1 1.9 1.7 1.9 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 206 228 214 214 Vehs Exited 208 228 210 214 Starting Vehs 7 10 3 7 Ending Vehs 5 10 7 7 Travel Distance (mi) 66 72 67 68 Travel Time (hr) 1.6 1.8 1.7 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 12 17 10 13 Fuel Used (gal) 1.9 2.1 1.9 1.9 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 2023 No Build PM SimTraffic Report MJY Page 3 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 258 205 222 223 247 277 257 Vehs Exited 258 205 222 226 249 275 259 Starting Vehs 4 5 8 9 4 8 8 Ending Vehs 4 5 8 6 2 10 6 Travel Distance (mi) 82 65 70 71 78 88 82 Travel Time (hr) 2.0 1.6 1.8 1.8 2.0 2.3 2.1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 15 13 20 13 12 24 12 Fuel Used (gal) 2.4 1.9 2.1 2.0 2.2 2.6 2.4 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 245 234 240 241 Vehs Exited 242 237 240 241 Starting Vehs 5 10 7 7 Ending Vehs 8 7 7 6 Travel Distance (mi) 77 74 76 76 Travel Time (hr) 1.9 1.8 2.0 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 14 14 16 16 Fuel Used (gal) 2.2 2.1 2.2 2.2 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 2023 No Build PM SimTraffic Report MJY Page 4 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 224 203 218 227 226 211 214 Vehs Exited 223 203 219 224 218 215 210 Starting Vehs 4 5 8 6 2 10 6 Ending Vehs 5 5 7 9 10 6 10 Travel Distance (mi) 71 64 70 71 71 67 67 Travel Time (hr) 1.8 1.6 1.8 1.7 1.7 1.6 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 14 8 13 13 8 10 10 Fuel Used (gal) 2.0 1.8 2.0 2.0 1.9 1.9 1.9 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 205 198 228 215 Vehs Exited 208 198 227 214 Starting Vehs 8 7 7 6 Ending Vehs 5 7 8 7 Travel Distance (mi) 65 63 72 68 Travel Time (hr) 1.6 1.6 1.8 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 9 14 13 11 Fuel Used (gal) 1.9 1.9 2.1 2.0 SimTraffic Simulation Summary 2023 No Build PM 04/18/2022 2023 No Build PM SimTraffic Report MJY Page 5 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 206 228 230 207 230 221 212 Vehs Exited 201 229 230 210 229 222 216 Starting Vehs 5 5 7 9 10 6 10 Ending Vehs 10 4 7 6 11 5 6 Travel Distance (mi) 64 72 72 65 72 70 67 Travel Time (hr) 1.7 1.8 1.8 1.7 1.9 1.7 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 19 18 11 13 19 13 8 Fuel Used (gal) 1.9 2.1 2.0 1.9 2.1 2.0 1.9 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 193 258 230 222 Vehs Exited 191 258 234 221 Starting Vehs 5 7 8 7 Ending Vehs 7 7 4 7 Travel Distance (mi) 61 81 73 70 Travel Time (hr) 1.5 2.0 1.8 1.8 Total Delay (hr) 0.1 0.2 0.1 0.1 Total Stops 13 14 13 14 Fuel Used (gal) 1.8 2.4 2.1 2.0 Queuing and Blocking Report 2023 No Build PM 04/18/2022 2023 No Build PM SimTraffic Report MJY Page 6 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 32 53 24 22 Average Queue (ft) 10 19 1 2 95th Queue (ft) 31 42 10 13 Link Distance (ft) 843 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 Appendix F Build (2023) Capacity Analysis Lanes, Volumes, Timings 2023 Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 Build AM Synchro 10 Report MJY Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20 Future Volume (vph) 17 8 22 2 3 0 31 247 1 0 355 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 535 347 793 874 Travel Time (s) 14.6 9.5 12.0 13.2 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 25% 38% 36% 50% 0% 0% 54% 11% 0% 0% 11% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.4% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2023 Build AM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 Build AM Synchro 10 Report MJY Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20 Future Vol, veh/h 17 8 22 2 3 0 31 247 1 0 355 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 25 38 36 50 0 0 54 11 0 0 11 20 Mvmt Flow 19 9 25 2 3 0 35 281 1 0 403 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 756 755 403 784 778 282 426 0 0 282 0 0 Stage 1 403 403 - 352 352 - - - - - - - Stage 2 353 352 - 432 426 - - - - - - - Critical Hdwy 6.95 6.48 6.36 8 6.9 6.4 4.64 - - 4.1 - - Critical Hdwy Stg 1 5.95 5.48 - 7 5.9 - - - - - - - Critical Hdwy Stg 2 5.95 5.48 - 7 5.9 - - - - - - - Follow-up Hdwy 3.725 4.342 3.624 3.95 4 3.3 2.686 - - 2.2 - - Pot Cap-1 Maneuver 324 325 593 238 303 750 904 - - 1292 - - Stage 1 607 567 - 554 611 - - - - - - - Stage 2 644 595 - 494 562 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 312 312 593 216 291 750 904 - - 1292 - - Mov Cap-2 Maneuver 312 312 - 216 291 - - - - - - - Stage 1 583 567 - 532 587 - - - - - - - Stage 2 615 572 - 466 562 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.7 19.4 1 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 904 - - 312 593 256 1292 - - HCM Lane V/C Ratio 0.039 - - 0.091 0.042 0.022 - - - HCM Control Delay (s) 9.1 - - 17.7 11.3 19.4 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.1 0.1 0 - - Lanes, Volumes, Timings 2023 Build AM 2: Yardmaster Ct & Site Dwy 04/18/2022 2023 Build AM Synchro 10 Report MJY Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 27 21 33 20 0 Future Volume (vph) 0 27 21 33 20 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 451 535 256 Travel Time (s) 12.3 14.6 7.0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 2% 33% 38% 2% 2% 2% Shared Lane Traffic (%) Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2023 Build AM 2: Yardmaster Ct & Site Dwy 04/18/2022 2023 Build AM Synchro 10 Report MJY Page 4 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 27 21 33 20 0 Future Vol, veh/h 0 27 21 33 20 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, % - -2 2 - 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 33 38 2 2 2 Mvmt Flow 0 31 24 38 23 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 74 43 Stage 1 - - - - 43 - Stage 2 - - - - 31 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - - 930 1027 Stage 1 0 - - - 979 - Stage 2 0 - - - 992 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - 930 1027 Mov Cap-2 Maneuver - - - - 930 - Stage 1 - - - - 979 - Stage 2 - - - - 992 - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 930 HCM Lane V/C Ratio - - - 0.024 HCM Control Delay (s) - - - 9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 2023 Build AM SimTraffic Report MJY Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:45 7:45 7:45 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 771 725 747 682 715 696 737 Vehs Exited 768 724 744 684 716 696 741 Starting Vehs 6 4 4 6 7 5 7 Ending Vehs 9 5 7 4 6 5 3 Travel Distance (mi) 235 221 228 210 219 212 227 Travel Time (hr) 6.3 5.9 6.1 5.7 6.0 5.7 6.0 Total Delay (hr) 0.5 0.4 0.5 0.4 0.5 0.4 0.5 Total Stops 87 85 87 94 79 79 84 Fuel Used (gal) 7.3 6.9 7.0 6.6 6.7 6.6 7.0 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:45 7:45 7:45 7:45 End Time 9:00 9:00 9:00 9:00 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 678 726 680 716 Vehs Exited 675 733 681 715 Starting Vehs 3 10 5 4 Ending Vehs 6 3 4 4 Travel Distance (mi) 207 223 209 219 Travel Time (hr) 5.6 6.0 5.8 5.9 Total Delay (hr) 0.4 0.5 0.5 0.5 Total Stops 82 78 88 83 Fuel Used (gal) 6.4 7.0 6.7 6.8 Interval #0 Information Seeding Start Time 7:45 End Time 8:00 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2023 Build AM 04/18/2022 2023 Build AM SimTraffic Report MJY Page 2 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 199 173 174 195 161 149 163 Vehs Exited 199 169 174 194 164 151 163 Starting Vehs 6 4 4 6 7 5 7 Ending Vehs 6 8 4 7 4 3 7 Travel Distance (mi) 61 53 54 60 49 45 50 Travel Time (hr) 1.7 1.5 1.5 1.6 1.3 1.2 1.3 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 33 25 19 18 17 13 23 Fuel Used (gal) 2.0 1.6 1.7 1.9 1.5 1.4 1.6 Interval #1 Information 1 Start Time 8:00 End Time 8:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 179 173 167 172 Vehs Exited 177 173 169 174 Starting Vehs 3 10 5 4 Ending Vehs 5 10 3 5 Travel Distance (mi) 54 53 51 53 Travel Time (hr) 1.5 1.4 1.4 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 24 14 16 20 Fuel Used (gal) 1.7 1.6 1.6 1.7 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 2023 Build AM SimTraffic Report MJY Page 3 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 217 190 214 177 198 222 205 Vehs Exited 214 192 212 176 192 216 205 Starting Vehs 6 8 4 7 4 3 7 Ending Vehs 9 6 6 8 10 9 7 Travel Distance (mi) 65 58 65 54 59 66 63 Travel Time (hr) 1.7 1.5 1.7 1.5 1.6 1.9 1.7 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Total Stops 16 22 24 34 21 26 25 Fuel Used (gal) 1.9 1.8 2.0 1.7 1.8 2.1 1.9 Interval #2 Information 2 Start Time 8:15 End Time 8:30 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 192 203 191 201 Vehs Exited 191 207 187 200 Starting Vehs 5 10 3 5 Ending Vehs 6 6 7 5 Travel Distance (mi) 58 62 57 61 Travel Time (hr) 1.6 1.7 1.7 1.7 Total Delay (hr) 0.1 0.2 0.2 0.1 Total Stops 18 29 30 23 Fuel Used (gal) 1.8 2.1 1.9 1.9 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 2023 Build AM SimTraffic Report MJY Page 4 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 182 174 176 147 162 167 174 Vehs Exited 186 177 175 148 170 170 175 Starting Vehs 9 6 6 8 10 9 7 Ending Vehs 5 3 7 7 2 6 6 Travel Distance (mi) 56 53 55 46 52 52 53 Travel Time (hr) 1.5 1.4 1.4 1.2 1.4 1.4 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 21 18 15 20 14 21 21 Fuel Used (gal) 1.8 1.6 1.7 1.4 1.6 1.6 1.6 Interval #3 Information 3 Start Time 8:30 End Time 8:45 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 155 167 149 164 Vehs Exited 152 166 150 166 Starting Vehs 6 6 7 5 Ending Vehs 9 7 6 4 Travel Distance (mi) 47 52 47 51 Travel Time (hr) 1.2 1.4 1.2 1.4 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 16 12 15 16 Fuel Used (gal) 1.4 1.5 1.4 1.6 SimTraffic Simulation Summary 2023 Build AM 04/18/2022 2023 Build AM SimTraffic Report MJY Page 5 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 173 188 183 163 194 158 195 Vehs Exited 169 186 183 166 190 159 198 Starting Vehs 5 3 7 7 2 6 6 Ending Vehs 9 5 7 4 6 5 3 Travel Distance (mi) 54 57 55 50 59 48 61 Travel Time (hr) 1.4 1.5 1.5 1.3 1.6 1.3 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.2 0.1 0.1 Total Stops 17 20 29 22 27 19 15 Fuel Used (gal) 1.6 1.8 1.7 1.6 1.9 1.5 1.9 Interval #4 Information 4 Start Time 8:45 End Time 9:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 152 183 173 176 Vehs Exited 155 187 175 177 Starting Vehs 9 7 6 4 Ending Vehs 6 3 4 4 Travel Distance (mi) 47 56 54 54 Travel Time (hr) 1.3 1.6 1.5 1.5 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 24 23 27 22 Fuel Used (gal) 1.5 1.7 1.8 1.7 Queuing and Blocking Report 2023 Build AM 04/18/2022 2023 Build AM SimTraffic Report MJY Page 6 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB NB SB Directions Served LT R LTR L TR T Maximum Queue (ft) 69 61 47 66 12 8 Average Queue (ft) 21 18 5 13 0 0 95th Queue (ft) 55 50 27 47 10 5 Link Distance (ft) 455 312 754 844 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 2: Yardmaster Ct & Site Dwy Movement SB Directions Served LR Maximum Queue (ft) 38 Average Queue (ft) 16 95th Queue (ft) 41 Link Distance (ft) 226 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 Lanes, Volumes, Timings 2023 Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 Build PM Synchro 10 Report MJY Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20 Future Volume (vph) 34 0 62 1 0 0 29 537 0 0 292 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 12 12 11 11 11 11 11 13 Grade (%) -2% 2% 1% -1% Storage Length (ft) 0 290 0 0 90 0 175 275 Storage Lanes 0 1 0 0 1 0 1 1 Taper Length (ft) 25 25 0 0 Link Speed (mph) 25 25 45 45 Link Distance (ft) 535 347 793 874 Travel Time (s) 14.6 9.5 12.0 13.2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 0% 5% 0% 0% 0% 18% 3% 0% 0% 2% 20% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2023 Build PM 1: Martinsburg Pike & Yardmaster Ct/Private Dwy 04/18/2022 2023 Build PM Synchro 10 Report MJY Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20 Future Vol, veh/h 34 0 62 1 0 0 29 537 0 0 292 20 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 290 - - - 90 - - 175 - 275 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - -2 - - 2 - - 1 - - -1 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 0 5 0 0 0 18 3 0 0 2 20 Mvmt Flow 36 0 66 1 0 0 31 571 0 0 311 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 944 944 311 988 965 571 332 0 0 571 0 0 Stage 1 311 311 - 633 633 - - - - - - - Stage 2 633 633 - 355 332 - - - - - - - Critical Hdwy 6.72 6.1 6.05 7.5 6.9 6.4 4.28 - - 4.1 - - Critical Hdwy Stg 1 5.72 5.1 - 6.5 5.9 - - - - - - - Critical Hdwy Stg 2 5.72 5.1 - 6.5 5.9 - - - - - - - Follow-up Hdwy 3.518 4 3.345 3.5 4 3.3 2.362 - - 2.2 - - Pot Cap-1 Maneuver 269 293 735 204 231 508 1143 - - 1012 - - Stage 1 724 685 - 439 444 - - - - - - - Stage 2 502 511 - 641 625 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 263 285 735 182 225 508 1143 - - 1012 - - Mov Cap-2 Maneuver 263 285 - 182 225 - - - - - - - Stage 1 704 685 - 427 432 - - - - - - - Stage 2 488 497 - 583 625 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.1 24.9 0.4 0 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR Capacity (veh/h) 1143 - - 263 735 182 1012 - - HCM Lane V/C Ratio 0.027 - - 0.138 0.09 0.006 - - - HCM Control Delay (s) 8.2 - - 20.9 10.4 24.9 0 - - HCM Lane LOS A - - C B C A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.3 0 0 - - Lanes, Volumes, Timings 2023 Build PM 2: Yardmaster Ct & Site Dwy 04/18/2022 2023 Build PM Synchro 10 Report MJY Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 0 54 16 33 42 0 Future Volume (vph) 0 54 16 33 42 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) -2% 2% 0% Link Speed (mph) 25 25 25 Link Distance (ft) 451 535 256 Travel Time (s) 12.3 14.6 7.0 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 2% 4% 18% 2% 2% 2% Shared Lane Traffic (%) Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 2023 Build PM 2: Yardmaster Ct & Site Dwy 04/18/2022 2023 Build PM Synchro 10 Report MJY Page 4 Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 54 16 33 42 0 Future Vol, veh/h 0 54 16 33 42 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, % - -2 2 - 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 4 18 2 2 2 Mvmt Flow 0 61 18 38 48 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 98 37 Stage 1 - - - - 37 - Stage 2 - - - - 61 - Critical Hdwy - - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - - - 3.518 3.318 Pot Cap-1 Maneuver 0 - - - 901 1035 Stage 1 0 - - - 985 - Stage 2 0 - - - 962 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - 901 1035 Mov Cap-2 Maneuver - - - - 901 - Stage 1 - - - - 985 - Stage 2 - - - - 962 - Approach EB WB SB HCM Control Delay, s 0 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBRSBLn1 Capacity (veh/h) - - - 901 HCM Lane V/C Ratio - - - 0.053 HCM Control Delay (s) - - - 9.2 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 2023 Build PM SimTraffic Report MJY Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 4:00 4:00 4:00 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 75 75 75 Time Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 1010 939 1002 1002 953 937 997 Vehs Exited 1012 944 1003 1000 956 938 1004 Starting Vehs 14 9 9 6 12 9 13 Ending Vehs 12 4 8 8 9 8 6 Travel Distance (mi) 317 296 315 314 299 294 315 Travel Time (hr) 8.8 8.2 8.5 8.8 8.0 7.9 8.5 Total Delay (hr) 0.8 0.7 0.7 0.8 0.6 0.6 0.8 Total Stops 171 166 139 161 129 137 141 Fuel Used (gal) 10.0 9.5 9.8 10.0 9.3 9.1 9.9 Summary of All Intervals Run Number 7 8 9 Avg Start Time 4:00 4:00 4:00 4:00 End Time 5:15 5:15 5:15 5:15 Total Time (min) 75 75 75 75 Time Recorded (min) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 1014 944 988 978 Vehs Exited 1010 944 986 979 Starting Vehs 6 10 7 8 Ending Vehs 10 10 9 8 Travel Distance (mi) 317 295 310 307 Travel Time (hr) 8.6 8.1 8.6 8.4 Total Delay (hr) 0.7 0.7 0.8 0.7 Total Stops 148 136 164 149 Fuel Used (gal) 10.0 9.2 9.9 9.7 Interval #0 Information Seeding Start Time 4:00 End Time 4:15 Total Time (min) 15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2023 Build PM 04/18/2022 2023 Build PM SimTraffic Report MJY Page 2 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 245 244 247 247 220 224 228 Vehs Exited 252 246 249 246 222 229 233 Starting Vehs 14 9 9 6 12 9 13 Ending Vehs 7 7 7 7 10 4 8 Travel Distance (mi) 78 77 78 77 69 72 73 Travel Time (hr) 2.1 2.1 2.1 2.1 1.8 1.9 1.9 Total Delay (hr) 0.2 0.2 0.2 0.2 0.1 0.1 0.1 Total Stops 40 36 32 36 29 30 30 Fuel Used (gal) 2.4 2.5 2.4 2.4 2.1 2.2 2.2 Interval #1 Information 1 Start Time 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 269 217 224 236 Vehs Exited 268 219 229 240 Starting Vehs 6 10 7 8 Ending Vehs 7 8 2 5 Travel Distance (mi) 85 69 72 75 Travel Time (hr) 2.3 1.9 2.0 2.0 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 41 33 40 34 Fuel Used (gal) 2.7 2.2 2.3 2.3 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 2023 Build PM SimTraffic Report MJY Page 3 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 259 210 241 241 235 256 255 Vehs Exited 261 208 240 236 233 251 256 Starting Vehs 7 7 7 7 10 4 8 Ending Vehs 5 9 8 12 12 9 7 Travel Distance (mi) 81 66 76 75 73 78 79 Travel Time (hr) 2.3 1.8 2.0 2.0 2.0 2.1 2.3 Total Delay (hr) 0.2 0.1 0.2 0.2 0.2 0.2 0.2 Total Stops 45 37 31 38 32 40 51 Fuel Used (gal) 2.5 2.1 2.3 2.3 2.3 2.5 2.6 Interval #2 Information 2 Start Time 4:30 End Time 4:45 Total Time (min) 15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 277 239 269 248 Vehs Exited 278 235 264 247 Starting Vehs 7 8 2 5 Ending Vehs 6 12 7 7 Travel Distance (mi) 86 72 83 77 Travel Time (hr) 2.4 2.0 2.3 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 44 24 44 38 Fuel Used (gal) 2.7 2.2 2.6 2.4 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 2023 Build PM SimTraffic Report MJY Page 4 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 248 245 241 272 245 228 268 Vehs Exited 244 246 240 276 246 229 266 Starting Vehs 5 9 8 12 12 9 7 Ending Vehs 9 8 9 8 11 8 9 Travel Distance (mi) 77 78 75 87 77 72 84 Travel Time (hr) 2.1 2.2 2.0 2.5 2.1 1.9 2.2 Total Delay (hr) 0.2 0.2 0.2 0.3 0.2 0.1 0.2 Total Stops 40 45 35 47 34 33 26 Fuel Used (gal) 2.5 2.5 2.3 2.9 2.4 2.2 2.6 Interval #3 Information 3 Start Time 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 249 235 248 247 Vehs Exited 246 240 244 247 Starting Vehs 6 12 7 7 Ending Vehs 9 7 11 8 Travel Distance (mi) 77 74 78 78 Travel Time (hr) 2.1 2.1 2.2 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 29 37 41 36 Fuel Used (gal) 2.4 2.3 2.5 2.5 SimTraffic Simulation Summary 2023 Build PM 04/18/2022 2023 Build PM SimTraffic Report MJY Page 5 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 258 240 273 242 253 229 246 Vehs Exited 255 244 274 242 255 229 249 Starting Vehs 9 8 9 8 11 8 9 Ending Vehs 12 4 8 8 9 8 6 Travel Distance (mi) 80 76 87 76 80 72 79 Travel Time (hr) 2.2 2.1 2.4 2.1 2.1 1.9 2.2 Total Delay (hr) 0.2 0.2 0.2 0.2 0.2 0.1 0.2 Total Stops 46 48 41 40 34 34 34 Fuel Used (gal) 2.6 2.4 2.8 2.4 2.4 2.2 2.5 Interval #4 Information 4 Start Time 5:00 End Time 5:15 Total Time (min) 15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 219 253 247 246 Vehs Exited 218 250 249 246 Starting Vehs 9 7 11 8 Ending Vehs 10 10 9 8 Travel Distance (mi) 69 80 78 78 Travel Time (hr) 1.9 2.2 2.1 2.1 Total Delay (hr) 0.2 0.2 0.2 0.2 Total Stops 34 42 39 39 Fuel Used (gal) 2.2 2.5 2.5 2.5 Queuing and Blocking Report 2023 Build PM 04/18/2022 2023 Build PM SimTraffic Report MJY Page 6 Intersection: 1: Martinsburg Pike & Yardmaster Ct/Private Dwy Movement EB EB WB NB Directions Served LT R LTR L Maximum Queue (ft) 51 61 15 46 Average Queue (ft) 19 23 1 8 95th Queue (ft) 43 47 9 30 Link Distance (ft) 455 312 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 290 90 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Yardmaster Ct & Site Dwy Movement SB Directions Served LR Maximum Queue (ft) 55 Average Queue (ft) 25 95th Queue (ft) 51 Link Distance (ft) 226 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0