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HomeMy WebLinkAboutSDP201600011 Traffic Study Initial Site Plan 2014-11-19TO: WILLIAM PARK EPREPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 MEMORANDUM FROM: BILL WUENSCH, P.E., PTOE ORGANIZATION: PINNACLE CONSTRUCTION DATE: NOVEMBER 16, 2014 PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: CROZET BLUE RIDGE APARTMENT TRAFFIC STUDY YOUR REFERENCE NUMBER: ❑ URGENT X FOR YOUR USE ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE Crozet Blue Ridge Apartment Traffic Study 1. Introduction The purpose of this memorandum is to provide a brief summary of traffic impacts for the proposed Crozet Blue Ridge Apartment. This memorandum includes a summary of existing conditions and future conditions (build -out year 2015 and horizon year 2021), both with and without the proposed apartment. The proposed Crozet Blue Ridge Apartments will be located at the northwest quadrant of the intersection of Jarmans Gap Road and Blue Ridge Avenue in Crozet, in Albemarle County, VA. The development is assumed as one phase of build -out to be completed in 2015. Access to the site will be via Blue Ridge Avenue to a new entrance into the site approximately 300 feet north of the intersection of Jarmans Gap Road and Blue Ridge Avenue. Figure 1 and Figure 2 illustrate the site vicinity and its location. The proposed Crozet Blue Ridge Apartment consists of 126 apartment units. Figure 3 illustrates the proposed concept plan. This analysis identifies the transportation related impacts associated with the proposed Crozet Blue Ridge Apartment and is developed in accordance with Virginia Department of Transportation (VDOT) requirements. For this analysis, the following intersections as shown in Figure 4 will be examined: + Jarmans Gap Road/Blue Ridge Avenue; • Blue Ridge Avenue/Apartment Entrance. 1 EPREPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 2. Existing Conditions The study area includes the intersection of Jarmans Gap Road and Blue Ridge Avenue and the intersection of Blue Ridge Avenue and the new site entrance. A description of the study area land use, roadways, intersections, and current operations follows. Land Use Characteristics Per the Albemarle County Comprehensive Plan, the future land use along Jarmans Gap Road in the study area is shown to be Neighborhood Density Residential. Roadwav Characteristics Jarmans Gap Road is classified as a rural major collector facility with a posted speed limit of 25 mph. Blue Ridge Avenue has a posted speed limit of 25 mph and is not classified. Intersection Characteristics The study area includes the following two intersections as shown in Figure 4. • Jarmans Gap Road/Blue Ridge Avenue; • Blue Ridge Avenue/Apartment Entrance. The intersection of Jarmans Gap Road and Blue Ridge Avenue is controlled by a STOP sign for Blue Ridge Avenue. The intersection provides access to the existing residential use along Blue Ridge Avenue. The eastbound Jarmans Gap Road approach provides a shared left/through lane and the westbound Jarmans Gap Road approach provides a shared through/right lane. The southbound Blue Ridge Avenue approach provides a shared left/right lane. The proposed intersection of Blue Ridge Avenue and the apartment complex will be located approximately 300 feet north of the intersection of Jarmans Gap Road and Blue Ridge Avenue. The site egress approach will provide a shared left/right lane. The northbound Blue Ridge Avenue approach will provide a shared left/through lane and the southbound Blue Ridge Avenue approach will provide a shared through/right lane. Existing Traffic Volumes Traffic counts for the weekday morning and afternoon peak periods were performed on Wednesday, November 12, 2014, a typical weekday while schools were in session. The counts for the morning peak period were performed between 7:00AM and 9:OOAM, and the counts for the afternoon peak period were performed between 4:OOPM and 6:OOPM. Figure 5 illustrates the existing peak hour traffic volumes and the traffic count reports are provided in Appendix A of this memorandum. 2 EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Existing Peak Hour Traffic Operations Traffic operations at the study intersections were modeled in Synchro 7 in accordance with the procedures stated in the 2010 Highway Capacity Manual, and then simulated in SimTraffic 7 to better evaluate the potential impacts of the proposed apartment on the study intersections. The analysis results are included in Appendix B and Appendix C and summarized in Table 1. Table 1 Existing Level of Service, Delay, and Queue Summary As shown in Table 1, the intersection of Jarmans Gap Road and Blue Ridge Avenue operates at LOS A overall during both the morning and afternoon peak hours. All the individual movements operate at LOS B or better. Review of the SimTraffic queuing analysis shown in Table 1 indicates that currently, there is no queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue. 3. 2015 No Build Conditions 2015 No Build Traffic Volumes 2015 No Build traffic volumes were estimated based on background growth. Based on VDOT historical traffic volumes, a 3% per year background growth rate was applied to the existing traffic volumes resulting in the 2015 traffic volumes shown in Figure 6. 2015 No Build Traffic Operations Synchro and SimTraffic were used to analyze the 2015 No Build Conditions and the results of the analysis are contained in Table 2 with the printouts in Appendices B and C. Existing AM Existing PM Synchro LOS Synchro SimTraffic Delay Queue Synchro LOS Synchro Delay SimTraffic Queue Jarmans Gap Road/Blue Ridge Avenue Jarmans Gap EB Left/Through A 0.1 7 A 0.3 29 Jarm WB ans Gap Through/Right A 0.0 0 A 0.0 0 Blue Ridge SB Left/Right A 9.8 25 B 11.4 27 Intersecdon i A a.2 A 0.2 I As shown in Table 1, the intersection of Jarmans Gap Road and Blue Ridge Avenue operates at LOS A overall during both the morning and afternoon peak hours. All the individual movements operate at LOS B or better. Review of the SimTraffic queuing analysis shown in Table 1 indicates that currently, there is no queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue. 3. 2015 No Build Conditions 2015 No Build Traffic Volumes 2015 No Build traffic volumes were estimated based on background growth. Based on VDOT historical traffic volumes, a 3% per year background growth rate was applied to the existing traffic volumes resulting in the 2015 traffic volumes shown in Figure 6. 2015 No Build Traffic Operations Synchro and SimTraffic were used to analyze the 2015 No Build Conditions and the results of the analysis are contained in Table 2 with the printouts in Appendices B and C. EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Table 2 2015 No Build Level of Service, Delay and Queue Summary As shown in Table 2, the intersection of Jarmans Gap !toad and Blue Ridge Avenue will operate similarly to existing conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS B or better. Review of the SimTraffic queuing analysis shown in Table 2 indicates that there will not be any queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue. 4. 2021 No Build Conditions 2021 No Build Trotc Volumes 2021 No Build traffic volumes were estimated based on background. Based on VDOT historical traffic volumes, a 3% peryear background growth rate was applied to the existing traffic volumes resulting in the 2021 traffic volumes shown in Figure 7. 2021 No Build Traffic Operations Synchro and SimTraffic were used to analyze the 2021 No Build Conditions and the results of the analysis are contained in Table 3 with the printouts in Appendices B and C. Table 3 2021 No Build Level of Service, Delay and Queue Summary 2015 No Build AM 2015 No Build PM Synchro LOS Synchro SimTraffic Delay Queue Synchro LOS Synchro Delay SimTraffic Queue Jarmans Gap Road/Blue Ridge Avenue Jarmans Gap EB Left/Through A 0.1 7 A 0.3 29 Jarmans Gap WB Through/Right A 0.0 0 A 0.0 0 Blue Ridge SB Left/Right A 9.9 25 B 11.5 27 A 11 U,� i- _j A 1 0.2 As shown in Table 2, the intersection of Jarmans Gap !toad and Blue Ridge Avenue will operate similarly to existing conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS B or better. Review of the SimTraffic queuing analysis shown in Table 2 indicates that there will not be any queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue. 4. 2021 No Build Conditions 2021 No Build Trotc Volumes 2021 No Build traffic volumes were estimated based on background. Based on VDOT historical traffic volumes, a 3% peryear background growth rate was applied to the existing traffic volumes resulting in the 2021 traffic volumes shown in Figure 7. 2021 No Build Traffic Operations Synchro and SimTraffic were used to analyze the 2021 No Build Conditions and the results of the analysis are contained in Table 3 with the printouts in Appendices B and C. Table 3 2021 No Build Level of Service, Delay and Queue Summary 2021 No Build AM 2021 No Build PM Synchro Synchro LOS Delay SimTraffic Queue Synchro LOS Synchro Delay SimTraffic Queue Jarmans Gap Road/Blue Ridge Avenue Jarmans Gap EB Left/Through A 0.1 0 A 0.3 40 Jarmans Gap WB Through/Right A 0.0 0 A 0.0 0 Blue Ridge SB Left/Right B 10.2.25—L B 12.4 27 A 11 U,� i- _j A 1 0.2 EPREPR, PSC. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 As shown in Table 3, the intersection of Jarmans Gap Road and Blue Ridge Avenue will operate similarly to existing and 2015 no build conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS B or better. Review of the SimTraffic queuing analysis shown in Table 3 indicates that there will not be any queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue. S. 2015 Build Conditions The proposed Crozet Blue Ridge Apartment is analyzed as one phase of build -out to be completed in 2015 and includes 126 apartment units. Access to the site is proposed via Blue Ridge Avenue, and will be provided by a new entrance, approximately 300 feet north of the intersection of Jarmans Gap Road and Blue Ridge Avenue. The proposed site plan is contained in Figure 3. Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation Manual 9th Edition was used to determine the traffic volumes generated by the proposed development. Table 4 contains the land use descriptions, ITE land use code, size and anticipated trips. Per VDOT traffic study guidelines, no internal and pass -by rates are assumed. Approximately 887 new daily trips, 65 new morning peak hour trips, and 87 new afternoon peak hour trips are estimated for proposed apartment. Table 4 Site Trip Generation Trip Distribution and Assignment The estimated site -generated trips shown above were distributed and assigned to the roadway network based on the existing peak period traffic patterns in the study area as shown in Figures 8 and Figure 9. AM PM Use Description ITE try Daily in out in out Apartment Complex 220 1.26 887 13 52 57 30 total 887 13 52 57 30 total 887 65 87 Trip Distribution and Assignment The estimated site -generated trips shown above were distributed and assigned to the roadway network based on the existing peak period traffic patterns in the study area as shown in Figures 8 and Figure 9. 2015 Build Traffic Volumes EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 The trips shown in Figure 9 were added to the 2015 no build traffic volumes shown in Figure 6 resulting in the 2015 build traffic volumes shown in Figure 10. 2015 Build Traffic O erations Synchro and SimTraffic were used to analyze the 2015 Build Conditions and the results of the analysis are contained in Table 5 with the printouts in Appendices B and C. Table 5 2015 Build Level of Service, Delay and Queue Summary As shown in Table 5, the intersection of Jarmans Gap Road and Blue Ridge Avenue will operate similarly to existing and no build conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS B or better. The new intersection of Blue Ridge Avenue and the site entrance will operate at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS A. Review of the SimTraffic queuing analysis shown in Table 5 indicates that there will not be any queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue and the intersection of Blue Ridge Avenue and the apartment entrance. 2015 Build Turn Lane Warrants VDOT turn (lane warrants are evaluated for the intersection of Jarmans Gap Road and Blue Ridge Avenue in 2015 build conditions and summarized in Table 6. The results indicate that no left turn storage lane is warranted for the eastbound and no right turn lane is warranted for the westbound. The warrant forms are provided in Appendix D. 6 Synchro LOS 2015 Build AM Synchro SimTraffic Delay Queue Synchro LOS 2015 Build PM Synchro SimTraffic Delay Queue Jarmans Gap Road/Blue Ridge Avenue Jarmans Gap EB Left/Through A 0.4 37 A 1.3 85 Jarmans Gap WB Through/Right A 0.0 0 A 0.0 0 Blue Ridge SB Left/Right B 1+1.0 57 B 11.3 44 A 1..,E I A f{_ Entrance/Blue Ridge Avenue Entrance EB Left/Right A 8.5 54 A 8.4 54 Blue Ridge NB Left/Through A 5.6 0 A 6.5 3 Blue Ridge SB Through/Right A 0.0 0 A 0.0 0 Jd`E:'Ei'a�"t A i 1.4 i A As shown in Table 5, the intersection of Jarmans Gap Road and Blue Ridge Avenue will operate similarly to existing and no build conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS B or better. The new intersection of Blue Ridge Avenue and the site entrance will operate at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS A. Review of the SimTraffic queuing analysis shown in Table 5 indicates that there will not be any queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue and the intersection of Blue Ridge Avenue and the apartment entrance. 2015 Build Turn Lane Warrants VDOT turn (lane warrants are evaluated for the intersection of Jarmans Gap Road and Blue Ridge Avenue in 2015 build conditions and summarized in Table 6. The results indicate that no left turn storage lane is warranted for the eastbound and no right turn lane is warranted for the westbound. The warrant forms are provided in Appendix D. 6 EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Table 6 2015 Build Turn Lane Warrant Summary Intersection 2015 Build Conditions AM Peak Hour PM Peak Hour Jarmans Gap Road/ Blue Ridge Avenue Eastbound Left Turn No Left -Turn Lane Required No Left -Turn Lane Required Jarmans Gap Road/ Blue Ridge Avenue Westbound RightTurn Right -Turn Radius Required Right -Turn Radius Required 6. 2021 Build Conditions Future conditions with the proposed Crozet Blue Ridge Apartment in horizon year 2021 are also summarized in this memorandum. 2021 Build Traffic Volumes The trips shown in Figure 9 were added to the 2021 no build traffic volumes shown in Figure 7 resulting in the 2021 build traffic volumes shown in Figure 11. 2021 Build Traffic Operations Synchro and SimTraffic were used to analyze the 2021 Build Conditions and the results of the analysis are contained in Table 7 with the printouts in Appendices B and C. Table 7 2021 Build Level of Service, Delay and Queue Summary As shown in Table 7, the intersection of Jarmans Gap Road and Blue Ridge Avenue will operate similarly to existing, no build, and 2015 build conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS B or better. The new intersection of Blue Ridge Avenue and the apartment entrance will operate similarly to 2015 build Synchro LOS 2021 Build AM Synchro SimTraffic Delay Queue Synchro LOS 2021 Build Synchro Delay PM Simiraffic Queue Jarmans Gap Road/Blue Ridge Avenue Jarmans Gap EB Left/Through A 0.3 38 A 1.2 66 Jarmans Gap WB Through/Right A 0.0 0 A 0.0 6 Blue Ridge SB Left/Right B 11.6 57 B 12.1 48 Entrance/Blue Ridge Avenue Entrance EB Left/Right A 8.5 52 A 8.4 51 Blue Ridge NB Left/Through A 5.3 6 A 6.4 12 Blue Ridge SB Through/Right A 0.0 0 A 0.0 0 _ iflt r C�iZn -- { W 7.2 I iii E C7 , As shown in Table 7, the intersection of Jarmans Gap Road and Blue Ridge Avenue will operate similarly to existing, no build, and 2015 build conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS B or better. The new intersection of Blue Ridge Avenue and the apartment entrance will operate similarly to 2015 build PR EPR, P,C. "ENGINEERING & PLANNING RESOURCES" E637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 conditions at LOS A overall during both the morning and afternoon peak hours. All the individual movements will operate at LOS A. Review of the SimTraffic queuing analysis shown in Table 7 indicates that there will not be any queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue and the intersection of Blue Ridge Avenue and the apartment entrance. 2021 Build Turn Lane Warrants VDOTturn lane warrants were evaluated for the intersection of Jarmans Gap Road and Blue Ridge Avenue in 2021 build conditions and summarized in Table 8. The results indicate that no left turn storage lane is warranted for the eastbound and no right turn lane is warranted for the westbound. The warrant forms are provided in Appendix D. Table 8 2021 Build Turn Lane Warrant Summary Intersection 2021 Build Conditions AM Peak Hour PM Peak Hour Jarmans Gap Road/ Blue Ridge Avenue Eastbound Left Turn No Left -Turn Lane Required No Left -Turn Lane Required Jarmans Gap Road/ Blue Ridge Avenue westbound Right Turn Right -Turn Radius Required Right -Turn Radius Required 8 EPHEPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 7. Findings and Conclusions Based on the analysis performed in this memorandum, there is minimal impact to level of service, delay and queuing, and turn lane needs at the study intersections attributable to the proposed Crozet Blue Ridge Apartment. The analysis leads to following principal findings: • With the proposed Crozet Blue Ridge Apartment, the intersection of Jarmans Gap Road and Blue Ridge Avenue will operate similarly to existing and no build conditions at LOS A overall during both the morning and afternoon peak hours and all the individual movements will operate at LOS B or better; the new intersection of Blue Ridge Avenue and the apartment entrance will operate at LOS A overall during both the morning and afternoon peak hours and all the individual movements will operate at LOS A. + There will not be any queuing concerns at the intersection of Jarmans Gap Road and Blue Ridge Avenue and the intersection of Blue Ridge Avenue and the apartment entrance. + No left turn storage lane is warranted for the eastbound approach and no right turn lane is warranted for the westbound approach at the intersection of Jarmans Gap Road and Blue Ridge Avenue. End of Memorandum 9 EPHEPR, PSC. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Attachments — Figures Figure 1 Site Vicinity Figure 2 Site Location Figure 3 Proposed Concept Plan Figure 3 Study Intersections Figure 4 Existing (2014) Traffic Volumes Figure 5 Existing Traffic Volumes Figure 6 2015 No Build Traffic Volumes Figure 7 2021 No Build Traffic Volumes Figure 8 Distribution Percentages Figure 9 Site Trip Assignments Figure 10 2015 Build Traffic Volumes Figure 11 2021 Build Traffic Volumes Tables Table 1 Existing Level of Service, Delay, and Queue Summary Table 2 2015 No Build Level of Service, Delay and Queue Summary Table 3 2021 No Build Level of Service, Delay and Queue Summary Table 4 Site Trip Generation Table 5 2015 Build Level of Service, Delay and Queue Summary Table 6 2015 Build Turn Lane Warrant Summary Table 7 2021 Build Level of Service, Delay and Queue Summary Table 8 2021 Build Turn Lane Warrant Summary Appendix Appendix A Traffic Count Reports Appendix B Synchro Analysis Outputs Appendix C SimTraffic Analysis Outputs Appendix D Turn Lane Warrant Forms 10 m 4 Figur 3 Proposed Concept Ran - �\/ . « }.\ d . . ~ �����zA • � / / �%¢� � �� � • � - 5 . . � » :\ - w 2� / Figure 5 Existing Traffic Volumes N J) Study Site o *'� o 0/0 0 o 4r.O/ff 31 .. ; 1 165/214 j {5 r..� 173M59 XX/XX AM/PM Figure 6 2015 No Build Traffic Vaiumes h! Study Site f 0/0 'o r 312 1 1701220 1d5 1781184 Figure 7 2021 No Budd Trak 11olurne5 c I X26 116 ---P) 213/196 ---*- 1 XX/XX AM/PM Figure 8 Distribudon Percentages HIM E PA 51 W* —11�0 0/0 -*- I k'. 49/.56 40—.. 0/0 N':' /XX% IWOUT XX%/XX% AM/PM Figure 9 Site Trip Assignments N z +. 0/0 , . ... 0/0 7i25 0/0 :XX/XX IN/OUT XX/XX AM/PM Figure 10 2015 Build Traffic Volomes N T r Study SitE �r 00 z. ` '3.0 1k �kl 10/34 170' 20 8130 -� 1781164 XX/XX AM/PM Figure 11 2021 Build Traffic Volumes Ii °/a 1.0 N y �. 213/196 ---- P� z 20sir,3 XX/XX Ari/P EPREPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Appendices ESR EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Appendix A Traffic Count Reports Turn Count Summary Location: Blue Ridge Ave at Jarmans Gap, Crozet Va GPS Coordinates: Lat=38.060928, Lon}78.711268 Data: 201411-12 Day of week: Wednesday Weather: Analyst: Total vehicle traffic Interval starts Left SouthBound Westbound Northbound Thru Right Left Thru Right Lett Thru Right Left Eastbound Thru Right Tout 07:00 1 0 1 0 15 0 0 1 0 0 24 0 42 07:15 0 0 0 0 14 0 0 0 0 1 36 0 51 07:30 0 0 0 0 13 0 0 0 0 0 33 0 46 07:45 1 0 1 0 32 0 0 0 0 2 33 0 69 08:00 1 D 0 0 1 31 1 0 0 1 D 1 0 34 0 57 08:15 0 0 1 0 48 0 0 0 0 1 43 0 1 93 0830 0 0 2 0 55 0 D 0 0 0 45 D 97 08:45 0 0 1 0 0 31 2 0 0 0 0 Si 0 g011 09:00 0 0 0 0 0 0 0 0 0 0 1 0 1 Car traffic Interval starts SouthBound Westbound Left Thru Right Left Thru Right Leh Northbound Thru Right Left Eastbound Thru Right TDW 07-.00 1 0 1 0 14 0 0 0 0 0 23 D 33- 07:15 0 0 0 0 13 0 0 0 0 0 35 0 48 07:90 0 0 0 0 12 0 D 0 0 0 33 0 45 07:45 1 0 1 0 32 0 0 0 0 2 33 0 fig 08:00 1 D 0 0 30 1 0 0 0 1 0 34 0 fib 0815 0 0 1 0 43 0 0 0 0 0 41 0 85 08:30 00 0 2 0 51 0 0 0 0 0 44 D 97 08:45 0 0 0 0 31 2 0 0 0 0 51 0 84 09:00 0 0 0 0 0 0 D 0 0 0 1 0 1 Type 1 traffic Interval starts SouthBound Westbound Left Thru Right Left Thru Right Left Northbound Thru Right Left Eastbound Thru Right �� 07:00 0 0 0 0 1 0 0 1 0 0 1 0 3 07:15 0 0 0 0 1 0 0 0 0 1 1 0 3 07:30 0 0 0 0 1 0 D 0 0 0 D 0 1 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 D 0 1 0 0 0 0 0 0 0 1 08:15 0 0 0 0 5 0 0 0 0 1 1 2 0 8 0630 0 0 0 0 4 0 0 0 0 0 1 D 5 06'.45 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrian volumes Interval starts Left NE Right Total Left NW Right Total Left SW Right Total Lett SE Right Tom Total 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 D 0 0 07:30 0 0 0 0 0 0 D D 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 08.00 0 0 0 0 0 0 0 0 0 0 0 0 D 08:15 D 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 D 0 0 0 0 0 0 0 0 D 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 p 0 0 0 0 0 Intersection Peak Hour 1: 11 1' 11 Peak Hour Vehicle Summary VehicleTotal Southbound LeftThru Right Westbound aft Thru Right Northbound Eastbound Left Thru Right Left Thru Right Total Vehicle Total 1 0 3 0 165 3 0 0 0 1 173 0 346 Factor 0.25 0.00 0.38 0.00 0.75 0.38 0.00 0.00 0.00 0.25 0.85 0.00 0.85 pproach Facto 0.50 0.76 0.00 0.85 Peak Hour Vehicle Summary VehicleTotal SouthBound Westbound Northbound Eastbound Total Left Thru I Right Left Thru Right Left Thru Right Left Thru Right Car 1 0 3 0 155 3 0 0 0 0 170 0 332 Type 1 0 0 0 0 10 0 0 0 0 1 3 0 14 Peak Hour Pedestrians NE NW SW SE Total Left Right Total Left Right Total Left Right Total Left Right Total Pedestrians 0 0 0 0 0 0 0 0 0 0 0 1 0 0 Intersection Peak Hour Location: Blue Ridge Ave at Jarmans Gap, Crozet Va GPS Coordinates: Lat=38.060928, Lon= -78.711288 Date: 2014-11-12 Day of week: Wednesday Weather: Analyst: Intersection Peak Hour !: ii 1• li SouthBound Left Thru Right Westbound Left Thru Right Northbound Left Thru Right Eastbound Left Thru Right Total Vehicle Total 1 0 3 D 165 3 0 0 1 0 1 173 0 345 Factor 0.25 O.oD 0.38 0.00 0.75 0.38 0.00 0.00 D.00 0.25 0.85 0.00 0.85 pproach Facto D.SD 0.76 0.00 0.85 Turn Count Summary Location: Blue Ridge Rd at Jarmans Gap Rd, Crozet Va GPS Coordinates: Lat=38.080928, Lon}78.711288 Date: 201411-12 Day of week: Wednesday Weather: Analyst: Eric Total vehicle traffic larvalLeat SouthBound Westbound Northbound Th- Right left Thru Right Lett Thru Right Loft Eastbound Thru Right Toial 16:00 2 0 0 0 1 52 1 0 0 0 1 1 46 1 103 16:15 0 0 2 0 1 48 1 2 0 0 0 0 41 0 93 16:30 1 0 1 0 38 1 0 0 0 0 1 25 0 86 16:45 1 0 0 0 49 1 0 0 0 0 0 39 0 89 17:00 1 0 0 0 51 0 0 1 0 1 0 3 49 0 104 17:15 17:15 0 1 0 1 0 59 2 0 0 0 0 41 0 102 17:30 []j]fto 1 0 55 0 0 0 0 2 30 0 88 17:45 17:45 0 0 50 I 1 0 0 0 3 1 30 0 B4 Car traffic Interval starts Leff SouthBourld Westbound Northbound Thru Right Lek Thru Right Leat Thru Right Left Eastbound Ther Right Total 16:00 2 0 0 0 50 0 0 D 1 1 44 1 99 16:15 0 0 1 0 48 2 0 0 0 0 39 0 90 16:30 1 0 1 0 37 0 0 0 0 1 25 0 65 16:45 1 0 0 0 48 0 0 0 0 D 1 39 0 88 17:00 1 0 0 0 50 0 0 0 D 3 47 0 101 17:15 0 1 0 1 0 0 59 1 D 0 0 0 41 0 101 17:30 1 0 0 0 55 0 0 0 0 2 30 0 88 17:45 0 1 0 1 0 1D 1 2 48 1 0 D 0 3 30 0 82 Type 1 traffic Interval starts SouthBound Westbound Northbound Left Thru Right Lek IThru JlRight Leif Thru Right Lek Eastbound Thru I Right Total 18:00 0 0 0 0 2 1 0 0 0 0 0 2 1 0 4 16:15 0 0 1 0 0 0 0 0 D 0 2 0 7- 16;30 0 0 0 0 1 0 0 0 0 0 0 0 1 16:45 0 0 0 0 1 0 0 0 0 0 0 0 1 t7A0 0 0 0 0 1 0 0 1 0 1 0 0 2 0 1 3 17:15 0 0 1 0 0 0 1 0 1 0 1 0 0 0 0 1 17:30 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 17:45 0 0 1 0 0 1 2 1 0 0 1 0 0 0 0 0 1 2 Pedestrian volumes Interval starts Lek NE Right Total Left NW Right Total Left Sw Right Total Leat SE Right Total Total 16:00 0 1 D 1 0 0 0 0 0 2 2 0 0 0 2 16:15 0 2 2 1 0 1 0 0 0 0 0 0 3 18:30 0 2 2 3 0 3 0 0 0 0 0 0 5 16:45 0 2 2 2 0 2 0 0 0 0 0 0 4 170 D 3 3 i 1 0 1 i 1 0 1 0 1 0 0 0 0 4 17:15 0 0 0 0 0 0 0 0 0 0 0 0 D- 17:30 0 0 D 0 0 0 0 0 0 0 0 0 0 17:45 0 2 2 0 0 0 0 0—"0 0 0 0 2 Intersection Peak Hour 16:45 - 17:45 Peak Hour Vehicle Summary Vehicle SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right Vehicle Total 3 0 0 0 214 2 0 0 0 5 159 0 383 Factor 0.75 0.00 0.00 0.00 0.91 0.25 0.00 0.00 0.00 0.42 0.81 0.00 0.92 pproach Factor 0.75 0.89 0.00 0.79 Peak Hour Vehicle Summary Vehicle SouthBound Westbound Northbound Eastbound Total Left Thru Right Left Thru Right Left Thru Right Left Thru Right Car 3 0 0 0 212 1 0 0 0 5 157 0 378 Type 1 0 0 0 0 2 1 1 0 0 0 0 2 0 5 Peak Hour Pedestrians NE NW SW SE Total Left Right Total Left Right Total Left Right Total Left Right Total Pedestrians 0 5 5 3 0 1 3 0 0 0 0 0 0 8 Intersection Peak Hour Location: Blue Ridge Rd at Jarmans Gap Rd, Crozet Va GPS Coordinates: Lat=38.060928, Lon= -78.711288 Date: 201411-12 Day of week: Wednesday Weather: Analyst: Eric Intersection Peak Hour 16:45 - 17:45 SouthBound Left Thru Right Westbound Northbound Left Thru I Right Left Thru Right Eastbound Total Left Thru Right Vehicle Total 3 0 0 0 214 2 0 0 0 5 159 0 383 Factor 0.75 0.00 0.00 0.00 0.91 0.25 0.00 0.00 0.00 0.42 0.81 O.OD 0.92 pproach Facto 0.75 0.89 0.00 0.79 EPREPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Appendix B Synchro Analysis Outputs HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11/17/2014 N(warr4ni EBL EST VVB7 WAR SSI. SRR 1 Lane Configurations *` 1� Vcwme (veM) 1 173 165 3 1 3 Sign Control Free Free Stop Grade 0% 0% Peak Hour Factor 0.85 0.85 0.76 0.76 0.50 0.50 HoWy flow rate (vph) 1 204 217 4 2 6 Pedestrians Law3 Width Walking Speed (ftls) Perot Nodcage Right tum flare (veh) taw type Mone None Median storage veh) s9w(0 pX, platoon unblocked vC,con4dq wA me 221 425 219 vC1, stage 1 cont vol aC2, stage 2cord vol vCu, unblocked vol 221 425 219 te, w9le (8) 5.1 6.4 6,2 tC, 2 stage (s) tF (s) 3.1 3.5 3,3 p0 queue free % 100 100 99 cm qty (velA) 932 589 828 101r2�.tipr� Law EB 1 WR t S81 Vr , Tow 205 221 8 Volume Left 1 0 2 Vof" Rio 0 4 6 cSH 932 1700 750 Vole to ca ty o.00 0,13 0.01 Queue Length 95th (ft) 0 0 1 Corftrol Delay (s) 0.1 00 9.8 Lane LOS A A AWtach Delay (s) 0,1 0.0 so Approach LOS A OnkcchorM Sunursnry — _ _ Average Delay 0.2 Intarseaw Capes UWasbon 19.£ W Level of SWAM A Analysis Period (min) 15 Crozet Blue Ridge Apartment Existing AM Synchro 7 - Report EPR Page 1 HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11/1712014 -.* *-- t �Fe meni EBL EST AEE WRP SHL SER Lane Configurations 1' "fir Volume (vem) 5 159 214 2 3 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.79 0.79 0.89 0.89 0.75 0.75 Hourly flow rate Nh) 6 201 240 2 4 0 Pedestrians Lary Ndth (ft) Walking Speed (ftls) Pelt Blockage Right tum flare (veh) we �Itrrte Median storage veh) Upstrwwn signal (it) pX, platoon unblocked vC, t fh&ftg volun" 243 455 242 vC1, stage 1 oonf vol vC2, stage 2 € W vol vCu, unblocked vol 243 455 242 tC, stngle (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 22 35 3.3 p0 queue free % 100 99 100 CM capaxy Mm) 1336 564 802 }IrB[iHan, Li)m 4 F-5 ' wa 1 Ca 1 Vr�urne Total 208 243 4 Volume Left 6 0 4 vduft 0 2 0 cSH 1336 1700 564 VdWM to Capacity 000 0.14 0.01 Queue Length 95th (ft) 0 0 1 Control Qty (s) 0.3 0.0 114 Lane LOS A B Appmach Delay (s) 03 0.0 " Approach LOS B Average Delay 0.2 tnterseOon Cqxtcity 1 zabcm 22.4% ICU Lem of Sen we A Analysis Period (min) 15 Crozet Blue Ridge Apartment Existing PM Synchro 7 - Report EPR Page 1 HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11/17/2014 Crozet Blue Ridge Apartment 2015 No Build AM Synchro 7 - Report EPR Page ' �*-- --,. mcry;fli!fil .at E6T W. MR SSL SOR Lane Configurations *' to If Voice (v") 1 17a 170 3 1 3 Sign Control Free Free Stop Grade D% 0% 0% Peak Hour Factor 0.85 0.85 0.76 0.76 0.50 0.50 Hourly flow ra* (vph) 1 209 224 4 2 8 Pedestrians Law Walking Speed (f 1s) Pert Right tum flare (veh) Median ty None None Median storage veh) Lh)Wwm final (8) pX, platoon unblocked VC, CW#&V velum 228 437 vC1, stage 1 conf vol vC2, stop 2wfM vCu, unblocked vol 228 437 226 tC, No (s) 5_1 8,4 6.2 tC, 2 stage (s) tf= (s) 3.1 3.5 3.3 p0 queue free % 100 100 99 cm cva* (whfh) 926 579 899 ;�� FtC,un. _a7� t:1 WS 1 SS 1 _.�-- i ca Tout 211 228 6 Volume Left 1 0 2 Vcflte Rght 0 4 6 cSH 926 1700 742 Vokm to Capacity 0.00 0.13 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.1 0.0 9.9 Lane LOS A A Aproach Delay (a) 0.1 0.0 99 Approach LOS A prlrfir,e`-thy 2dmmgR Average Delay 0.2 truer on Cavity Utilmation 20.2% ICU Level of Se vice A. Analysis Period (min) 15 Crozet Blue Ridge Apartment 2015 No Build AM Synchro 7 - Report EPR Page ' HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11/17/2014 f rs emena EBL fbT WEE -'N131 SBL S k- Lane Configurations 4 vo Vole !h) 5 164 220 2 3 a Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.79 0.79 0.89 0.89 0.75 0.75 Hourly flow rata (fit►) 6 209 247 2 4 0 Pedestrians Lane Ndth (ft) Walking Speed (ftls) Fent Right tum flare (veh) Meclan type Nom None Median storage veh) m signal M pX, platoon unblocked VC, con" vollurne 249 469 246 vC1, stage 1 conf vol vC2, stage 2 card vol vCu, unblocked vol 249 469 =F tC, wo (s) 4.1 84 3 ;: tC, 2 stage (s) tF (s) 22 3.5 3.3 p0 queue free % 100 99 100 cm Capa* Moll) 1328 564 795 Volume Total 214 249 Volume Left 6 0 4 Vow wit 0 2 0 cSH 1328 1700 554 Volume to Camey 0.00 0.15 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.3 0.0 116 Lane LOS A B Approach Delay (s) 0.3 0.0 11.6 Approach LOS B Average Delay 0.2 kftmcton Capwty Ubizatim 22.7% ICU Lond of Servu A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2015 No Build PM Synchro 7 - Report EPR Page 1 HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11117/2014 RL EBT M7 sty Lane Configurations EB I 4 Tt� Volun* Tori 252 Vo (veh) 1 21113 203 4 1 4 Sign Control 0 Free Free Stop 886 Gra& 704 091 0% 0% 0,01 Peak Hour Factor 0.85 0.85 0.76 0.76 0.50 0.50 ft* flow rete (wh) 1 251 267 5 2 8 Pedestrians 0,1 0.0 10.2 Approach LOS Leve Width (ft) 8 frnersediG'n SiJmfna] -- - Walking Speed (ftls) 0.2 lntersecbm Capwty Lazabon Percent mookage 22.0% ICU L&M of Seroce A Analysis Period (min) 15 Right turn flare (veh) mww to Pone bone Median storage veh) U al (ft) pX, platoon unblocked VC, con4ding volar" 272 SM 270 vC1, stage 1 conf vol vC2, stage 2 ref vol vCu, unblocked vol 272 523 270 tC, SMOG (s) 51 6.4 6.2 tC, 2 stage (s) tF (s) 3.1 35 3.3 p0 queue free % 100 100 99 cM capy ( h) Ne 517 774 0r�o, LaME n - EB I WS t SBI Volun* Tori 252 272 10 Volume Left 1 0 2 Vow RKPt 0 5 8 cSH 886 1700 704 Vokm to Chat no 0.16 0,01 Queue Length 95th (ft) 0 0 1 Conal Delay (s) 0A 0.0 10.2 Lane LOS A B Approach Delays (s) 0,1 0.0 10.2 Approach LOS 8 frnersediG'n SiJmfna] -- - Average Delay 0.2 lntersecbm Capwty Lazabon 22.0% ICU L&M of Seroce A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2021 No Build AM Synchro 7 - Report EPR Page 1 HCM Unsignalized intersection Capacity Analysis 2: Jarmans Gae Road & Blue Ridge Avenue 11/17/2014 --► 4— A, 1* 41 Vmum2rir E13L St T Lane Configurations ff °i Vdtm (ve") 6 196 263 2 4 0 Sign Control Free Free Stop Grp 0% 0% 0% Peak Hour Factor 0.79 0.79 0.89 0.89 0.75 0.75 Hourly flow rats (Wh) 9 248 296 2 5 0 Pedestrians Lane 041th (ii) Walking Speed (ftls) PerM# Might tum flare (veh) I&&m We None Median storage veh) m final (M pX, platoon unblocked vC, cnnfluctng volute 298 560 297 vC1, stage 1 conf vol VC2,00 2 Wd vol vCu, unblocked vol 298 560 297 tQ, (a) 4.1 6.4 6.2 tC, 2 stage (s) t>' (s) 2.2 3.5 3.3 p0 queue free % 99 99 100 cm CAP" (Veh h) 1275 490 748 01r?[.ingl 17__- 1;131•-°-•--•--•— Vokm TOW 2N 298 5 Volume Left 8 0 5 Volume Rigtit 0 2 0 cSH 1275 1700 490 Volume to Capacity 0.01 018 0.01 Queue Length 95th (ft) 0 0 1 Cord Delay (s) 0.3 0.0 12A Lane LOS A B Approach Way (s) 0.3 0.0 124 Approach LOS B fritamooboR Summary Y Average Delay 0.2 Paters on Cap* UWm#m 25.2% ICU U -M of Swow A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2021 No Build PM EPR Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11/17/2014 __.w *-- 4/ Move+wl EBL EBT WBT MR SBL SBR Lane Confrgurations 4? T!, IF Volme NeWh) 8 178 170 10 28 29 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.85 0.76 0.92 0.92 0.92 #" flow rete (vph) 9 209 224 11 30 32 Pedestrians Lane Width (ft) Walking Speed (ft/s) Perow Bloccaga Right turn flare (veh) Median type Nww None Median storage veh) UpsUearn signal (f<) pX, platoon unblocked VC, 235 456 229 vC1, stage 1 conf vol vC2, s 2 confval vCu, unblocked vol 235 456 229 tC, ogle (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 95 96 CM t ac4Y (wm) 1333 559 $10 DiraOon, Lane # E.8 -� WS Voiwne Total 218 235 62� Volume Left 9 0 30 Vdurae Rrght 0 11 32 cSH 1333 1700 663 VdM fts Capaaty 0.01 414 0.00 Queue Length 95th (ft) 0 0 8 Ccnrtrot Delay (s) 0 4 0.0 11.0 Lane LOS A B Approach Delay (s) 0.4 0.0 110 Approach LOS B tnleFmchur, Summary Average Delay 1.5 wwwwn Cap" Ummatm 25.E ICU LZW Of Ser U A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2015 Build AM Synchro 7 - Report EPR Page 1 HCM Unsignalized intersection Capacity Analysis 5: Entrance & Blue Ridge Avenue 1111712014 t Waorrwem EBL W NEL NST `S8T f3R Lane Configurations Ys Valume (vehlh) O 52 13 4 4 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Houtz+ flow rain (vph) 0 57 14 4 4 0 Pedestrians Lan WdM (ft) Walking Speed (flls) Peru rage Right turn flare (veh) Median tie Iae None Median storage veh) L"b"M Signal (0 pX, platoon unblocked vC, c on6dg r&me 37 4 4 vC1, stage 1 conf vol vC2, age 2 con# Vol vCu, unblocked vol 37- 4 4 tC, sings (s) 6.4 62 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 95 99 CM Qvacfty N") 967 1079 1617 Pire�nun Lane EB 4 -le 1 S81 me Vok Tom 57 1a 4 Volume Left 0 14 0 Vie Right 57 0 0 cSH 1079 1617 1700 Volume to Capecity 0.05 0,09 0.00 Queue Length 95th (ft) 4 1 0 Co*d Delay (s) 6,5 56 OA Lane LOS A A Approach Delay (s) 8.5 5.8 0.0 Approach LOS A o)-.�r;,cfion Surnflma(Y T Average Delay 7.4 Irtiarsecfion Capacity UtdizAw 176% ICU Uwd of Sere@ A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2015 Build AM Synchro 7 - Report EPR Page 2 HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11117/2014 mov nt E -BL F67 WST WBR SQL SRR Lane Configurations 4T 1� Vol WA) 30 1& 220 34 16 17 Sign Control Free Free Stop Cie 0% 0 �' 0% Peak Hour Factor 0.92 0.79 0.89 0.92 0.92 0.92 How1y flow rate () 33 208 247 37 17 13 Pedestrians Lo" Width (tt) Walking Speed (ftls) Right tum flare (veh) ft4ian toe None None Median storage veh) UP~ signal (, l pX, platoon unblocked VC, Volume 284 536 266 vC1, stage 1 conf vol vU, sWge 2 conf vol vCu, unblocked vol 284 538 266 tC,mn&(s) 4.1 64 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 96 98 cm UPS* (tett) 1279 491 773 — Vd TOW 240 264 36 Volume Left 33 0 17 Vd"RKX 0 37 1B cSH 1278 1700 605 Vdume to Cir 003 0.17 0.06 Queue Length 95th (ft) 2 0 5 Control Deer (s) 1.3 00 11.3 Lane LOS A B Approach E (s) 1.3 0.0 11.3 Approach LOS B Ir?iRmarAon 3urnmer Average Delay 1.3 bwsecfion Capacity 37.3% ICU Level of SWAM A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2015 Build PM EPR Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis 5: Entrance & Blue Ridge Avenue 11/17/2014 II i ?wan, -i :AOR Lane Configurations v 4 T voturne (veh) 0 30 57 7 3 0 Sign Control Stop Free Free Grp 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 HaLMy flow rate (vph) 0 33 62 8 3 0 Pedestrians Lane WKM (it) Walking Speed (Ols) Pkat Modcage Right tum flare (veh) Median " Norte Norte Median storage veh) signal (ft} pX, platoon unblocked vC, conlong volum 135 3 3 vC1, stage 1 conf vol vC2, stage 2 Wnf vol vCu, unblocked vol 135 3 3 to, sjng6 (s) 64 u 4.1 tC, 2 stage (s) tF(s) 3.5 3.3 2.2 p0 queue free % 100 97 96 (veM) 826 1081 4819 airrrr.4La gln, F,fi * _ ES 1 HB T IS 1 ....,-_.�. , _ V� TOW_ 33 70 3 Volume Leff 0 62 0 Vofur 33 0 0 cSH 1081 1619 1700 Vd me to Capes 0.03 004 3,00 Queue Length 95th (ft) 2 3 0 Control fly (s) &4 6.5 00 Lane LOS A A Approach Delay (s) 8.4 6.5 Go Approach LOS A Average Delay 6.9� atersetfion Capacity UNization 20.2% ICU Lem of 5eAwe A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2015 Build PM Synchro 7 - Report EPR Page 2 HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Ga Road & Blue Ridge Avenue 11/17/2014 !',iovcmeni £Bt VI4BT MR, -Z Lane Configurations 4 "0 Voltam (v") 243 203 10 28 29 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.85 0.76 0.92 0.92 0.92 Hourly fear ram (rah) 9 251 267 11 30 32 Pedestrians tests Width (ft) Walking Speed (ftls) Pwmt Right turn flare (veh) Mow tone Median storage veh) final (fl) pX, platoon unblocked VC, Corttrr g volume 278 541 273 vC1, stage 1 conf vol vC2, stags 2 cwf vol vCu, unblocked vol 278 541 273 tc, sings (s) 4.1 6A 62 tC, 2 stage (s) IF (s.) 2.2 35 3.3 p0 queue free % 99 94 96 cm fh) 12&5 499 766 97�r�fnn, Gari t r _ � '• '4 JB 1 �B 1 — .._ �...�. Vdr : Tri 259 278 62 Volume Left 9 0 30 Valtne Right 0 11 32 cSH 1285 1700 607 Volt= to Catty 001 0 f6 0.10 Queue Length 95th (ft) 1 0 8 Contra! Delay (s) 0.3 0.0 11.6 Lane LOS A B Approach Delay (s) 0.3 0.0 116 Approach LOS B lr.-mfseCt;-n .djmrnriiy Average delay 1,3 htemection Caper Ubkzwm 27.7% ICI:} Lavell Of SeNve A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2021 Build AM Synchro 7 - Report EPR Page 11 HCM Unsignalized Intersection Capacity Analysis 5: Entrance & Blue Ridge Avenue 11/1712014 i41 �ytn gmanq E5L EDR NBL NOT S$T SER Lane Configurations 4T T Vohs WA) 0 52 13 5 5 0 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow roe (vo) 0 57 14 5 5 0 Pedestrians LWO U' a (ft) Walking Speed (fUs) P Right tum flare (veh) Ilan toe l Nam Median storage veh) signal (M pX, platoon unblocked vC, wff4q volume 39 5 5 vC1, stage 1 conf vol vGZ swge 2 wfff vol vCu, unblocked vol 39 5 5 tC, angle (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) S5 33 2.2 p0 queue free % 100 95 99 olid capgcdy (With) W 9078 1616 -Tot volww al,5"' 20 5 Volume Left 0 14 0 Voice ftm ST 0 0 cSH 1078 1616 1700 Volume to cap* 0 05 0,01 0.00 Queue Length 95th (ft) 4 1 0 Control Way (s) 95 5.3 00 Lane LOS A A Approach Delay (s) 8,5 53 0.0 Approach LOS A $ rOB59+6' lm Samir ry Average Delay 7.2 Intersection CaWty Utilization. 17.6% ICU Level of Serves A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2021 Build AM Synchro 7 - Report EPR Page 2 HCM Unsignalized Intersection Capacity Analysis 2: Jarmans Gap Road & Blue Ridge Avenue 11/17/2014 --► 4-- ' awffmrnl EEL EBT WET 4VBR SBL SBR Lane Configurations Vale Right 4 "fir 18 Y 1227 Vow IV") 31 196 263 34 17 17 Sign Control 0 Free Free 12 Stop 12.1 Grade A 0% 0 Approach Delay (s) 0% 0.0 Peak Hour Factor 0.92 0.79 0.89 0.92 0.92 0.92 Flcsurty ftoW rate (vph) 34 248 296 37 18 19 Pedestrians Lane We (ft) Walking Speed (ft1s) Parmt Blodcap Right turn flare (veh) Metwrr type hion Mone Median storage veh) Upsbw w (111) pX, platoon unblocked vC, conktilng volume 332 829 314 vC1, stage 1 cont vol vC2, stage 2 aord+ol vCu, unblocked vol 332 629 314 tc, a (s) 4.1 6.4 6.2 tC, 2 stage (s) g` (s) 2 2 3.5 3.3 p0 queue free % 97 96 97 cM (wh1h) 1227 434 726 r]i[atC-:1r, �,3r<a # EB 1 W11, S9 Volume Total 282 332 37 Volume Left 34 0 18 Vale Right 0 37 18 cSH 1227 1700 543 Vokm to Capacity 003 0.20 0.07 Queue Length 95th (ft) 2 0 5 Control D (s) 12 0.0 12.1 Lane LOS A B Approach Delay (s) 12 0.0 12.1 Approach LOS B lnrersectlan Summery Average Delay 1.2 Inter on City, udzabon 41.3% IOL! L&M of S A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2021 Build PM Synchro 7 - Report EPR Page 1 HCM Unsignalized Intersection Capacity Analysis 5: Entrance & Blue Ridge Avenue 11/17/2094 t 4 IAnUr.r-.leill ESL EBR Nal_ NRT SET Safi Lane Configurations .°1f' 4 '+ Vo (veM) 0 30 57 9 4 0 Sign Control Stop Free Free Grade 0% rrt Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Houdy flaw r (►ph) 0 33 62 10 4 0 Pedestrians Low Width (ft) Walking Speed (ftls) Percent Bcage Right tum flare (veh) Madum e None Nw* Median storage veh) sr$fw (f pX, platoon unblocked VC, toftwmq fume 138 4 4 vC1, stage 1 confvol vC2, stage 2 cort4 vol vCu, unblocked vol 138 4 4 tC, w4e (a) U 8.2 4.1 tC, 2 stage (s) F (s) 3.5 3.3 2. 2 p0 queue free % 100 97 96 GM CaPS* (vt) 822 1079 1617 Psrecoan. Lane tt, E5 7 N8 ] SPI Voltune Total 33 72 4 Volume Left 0 62 0 Volutne Right 33 0 0 cSH 1079 1617 1700 VdUMe bD Capacity 0.03 004 0.00 Queue Length 95th (ft) 2 3 0 ConW Delay (s) 6.4 6.4 0.0 Lane LOS A A Approach Delay (s) 8.4 6.4 00 Approach LOS A Irtt�n&.Inrmarlr _ __ Average Delay 6.7 Intersection Capadty Utfivaition 21.3% ICU Level of Service A Analysis Period (min) 15 Crozet Blue Ridge Apartment 2021 Build PM Synchro 7 - Report EPR Page 2 EPHEPR, P,C. "ENGINEERING & PLANNING RESOURCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Attachment C SimTraffic Analysis Outputs SimTraffic Simulation Summary Start Time 6:45 6:45 Existing AM 6:45 End Time 8 00 8.00 BOB 8.00 11/1712014 Summary of All Intervals 75 75 75 Tmw Recorded (mm) 60 60 60 RurI Number 7 # of Intervals IL) 5 '3 5 # of Recorded hilvis 4 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 8.04 8.00 800 810 800 8.00 &00 Total Time (min) 75 75 75 75 75 75 75 Tane Recorded (mm) 60 60 60 60 60 60 so # of Intervals 5 5 5 5 5 5 5 # of Rem kiivis 4 4 4 4 4 4 4 Vehs Entered 485 413 465 454 431 418 410 Vette Edd 482 409 464 455 426 419 408 Starting Vehs 3 4 3 6 2 10 2 End" Vefis 6 S 4 5 7 9 4 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Air 0 0 0 0 0 0 0 Travel Distance (mi) 160 136 154 150 141 138 135 Trawl Time (hr) 6.7 5.6 6.4 6.2 519 5.7 5.6 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Totw Sim 12 6 3 10 0 7 5 Fuel Used (gal) 4.8 4.1 4.6 4.5 4.2 4.1 4.1 Summary of All Intervals Interval #0 Information Seeding SWTM 645 End Time 7:00 Total Time (mm) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraf6c Report EPR Page 1 Start Time 6:45 6:45 6:45 6:45 End Time 8 00 8.00 BOB 8.00 Total Time (min) 75 75 75 75 Tmw Recorded (mm) 60 60 60 60 # of Intervals 5 5 5 5 # of Recorded hilvis 4 4 4 4 Vehs Entered 434 466 449 442 Vohs Edd 437 463 448 441 Starting Vehs 7 5 6 4 Endir►g Vehs 4 8 7 6 Denied Entry Before 0 0 0 0 Denied Entry Ater 0 0 0 0 Travel Distance (mi) 144 154 148 146 Tr Time (hr) 6.0 6A 6.2 6.1 Total Delay (hr) 0.2 0.1 0.2 0.1 Taal 6 6 10 7 Fuel Used (gal) 4.3 4.7 4.5 4.4 Interval #0 Information Seeding SWTM 645 End Time 7:00 Total Time (mm) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraf6c Report EPR Page 1 SimTraffic Simulation Summary Existing AM 11/97/2014 Interval #1 Information Start T 7:00 End Time 7:15 End Time 7:15 Tri Time On) 15 Volumes adjusted by PHF. TcdBk Tpne (mm) 15 Run trimbar Volumes adjusted by PHF. Vehs Entered 105 103 117 108 Vehs F-xbd 107 Dun Nwb'dr- i 0 Starting Vehs. -- 3- - - 4 5 _ Fr EndkV Vers Vehs Entered 124 91 117 119 105 103 99 Vets EAW 118 94 114 118 1C3 110 97 Starting Vehs 3 4 3 6 2 10 2 Endov Vehs 9 1 6 7 4 3 4 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry After 1 0 0 0 0 0 0 Travel Distance (mi) 39 30 38 39 34 35 32 Tavel Tme (hr) 1.7 1.3 1-6 1.8 1.4 1.5 0 Total Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Stops 5 0 1 4 2 1 4 Fuel Used (gal) 1.2 0.9 1.2 1.2 1.1 1.1 1.0 Interval #1 Information Sart Twe 700 End Time 7:15 Tri Time On) 15 Volumes adjusted by PHF. Run trimbar Avg ;. Vehs Entered 105 103 117 108 Vehs F-xbd 107 106 118 in Starting Vehs. 7 5 6 4 EndkV Vers 5 2 5 5 Denied Entry Before 0 0 0 0 Demed Entry After 0 0 0 0 Travel Distance (mi) 35 35 38 36 Travel Time (hr) 1.5 1.5 1.6 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 TOW fps 3 4 2 2 Fuel Used (gal) 1.0 1.1 1.2 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary Existinq AM 11/17/2014 Interval #2 Information StartT 7.15 End Time 7:30 Tom TM* (rft n) 15 Volumes adjusted by PH F. Interval #2 Information Stmt Tune 7.16 End Time 7:30 Vehs Entered 110 96 114 198 109 108 108 Vehs wed 114 93 115 118 1C2 107 105 Starting Vehs 9 1 6 7 4 3 4 Endtng Vehs 5 4 5 7 11 4 7 Denied Entry Before 1 0 0 0 0 0 0 Dented Ener Afar 0 0 0 0 1 6 0 Travel Distance (ml) 38 31 38 39 35 35 36 Tr Tom (hr) 1.6 1.3 1.6 . '. 1,5 1.5 1,5 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total S# 4 2 0 4 1 3 1 Fuel Used (gal) 1.1 1.0 1.1 1.2 1.0 1.1 1.1 Interval #2 Information Stmt Tune 7.16 End Time 7:30 Tow Tff" (MM) 15 Volumes adjusted by PHF. Run NvmW ivy Vehs Entered Vehs Wad 113 115 111 114 Starting Vehs 5 2 5 5 Endmq Vel 7 6 9 7 Denied Entry Before 0 0 0 0 Dented Entry After 0 0 0 0 Travel Distance (mi) 38 39 37 37 Travel T (hr) 1.6 1.6 1.6 1.5 Total Delay (hr) 0.1 0.0 0.0 0.0 Total Sys 0 0 2 1 Fuel Used (gal) 1.1 1.2 1.1 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary Existin AM 11117/2014 Interval #3 Information SW Time 7.30 End Time 7:45 Tom Time (mm) 15 Volumes adjusted by PHF. Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 Vohs Entered 130 107 131 107 95 94 105 Veh,sExw 130 103 129 110 103 90 903 Starting Vehs 5 4 5 7 11 4 7 Endlrg Vehs 5 8 7 4 3 a 9 Denied Entry Before 0 0 0 0 1 0 0 Denied Entry Abr 0 0 0 0 0 0 0 Travel Distance (mi) 43 35 43 35 32 30 34 Tri Tine (Itr) 9.B 1.4 1.� 1.5 13 1.2 1.4 Total Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.0 0.0 TOWS 1 2 0 1 2 0 0 Fuel Used (gal) 1.3 1.0 1.3 1.1 1.0 0.9 1.0 Interval #3 Information Sit Time 730 End Time 7:45 Tom Time. (rmn) 15 Volumes adjusted by PHF. Ran Number * _ Avg Vehs Entered 104 109 Vehs Exfted 107 104 100 109 Starting Vehs 7 is 9 7 Erg Vehs 9 9 5 7 Denied Entry Before 0 0 0 0 Denied Entry After 1 0 0 0 Travel Distance (mi) 35 34 35 36 TraM Time (ho 1.5 1A 1.5 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 TOW S 1 1 4 1 Fuel Used (gal) 1.1 1.0 1.1 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary Existina AM 11/17/2014 Interval #4 Information Recording SWTirw 745 End Time 8:00 End Time 8:00 Total Tum (rr.'n) 15 Volumes adjusted by PHF. Total Time (min) 15 RuR NumW 7 8 9 Volumes adjusted by PHF. Vehs Entered 105 137 113 114 Vahs Exited 110 Ruai Nunrile * _ 1D.- 7. 3 A. 5 7 Vehs Entered 121 119 103 110 122 113 98 Vehs ESI 120 119 IN 109 113 112 103 Starting Vehs 5 8 7 4 3 8 9 Ending Vehs 6 8 4 5 7 a 4 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 Travel Distance (mi) 40 40 34 36 40 37 33 TmM Time (h4 1.7 1.7 1.4 1.5 0 1.5 1.4 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Std 2 2 2 1 4 3 0 Fuel Used (gal) 1.2 1.2 1.1 1.1 1.2 1.1 1.0 Interval #4 Information Recordin Thtt 7:45 End Time 8:00 Total Tum (rr.'n) 15 Volumes adjusted by PHF. RuR NumW 7 8 9 Arg. Vehs Entered 105 137 113 114 Vahs Exited 110 138 111 114 Starting Vehs 9 9 5 7 Ending Vehs 4 0 7 6 Denied Entry Before 1 0 0 0 Denied Entry After 0 0 0 0 Travel Distance (mi) 36 46 37 38 Tram Tfrne (M 1.5 1.9 1.5 16 Total Delay (hr) 0.0 0.1 0.0 0.0 TOW Stop 2 1 2 2 Fuel Used (gal) 1.1 1.4 1.1 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 SimTraffic Performance Report Existing AM 11/1712014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement ye Eat. EST VOT VtiBR SBL SBP AIN . Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Delay 1 Vah (s) 1031 0.5 0,6 0.6 6.8 3.4 0.6 Total Stops 0 0 0 0 1 6 7 TrdM Dist (m) 0.0 :3.1 5 36,9 0.7 0.1 0.4 69.5 Travel Time (hr) 0.0 1.3 1,5 0.0 0.0 0.0 2.9 Avg Speed (mph) 22 24 24 23 12 '15 24 Fuel Used (gal) 0.0 0.9 1.1 0.0 0.0 0.0 2.1 iC moons (g) 0 7 18 0 0 0 25 CO Emissions (g) 5 164 334 2 0 1 505 NOx Enams (g) 1 23 51 0 0 0 i5 Vehicles Entered 0 206 225 4 1 6 442 Vehrdes Exrted 0 205 225 4 1 6 441 Hourly Exit Rate 0 205 225 4 1 6 441 Input VoWs 1 204 217 4 2 6 434 % of Volume 0 100 104 100 50 100 102 Denied Envy Bobs 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 Total Network Performance Total Delay (hr) 0.1 Day 1 Veh (s) 1.2 Total Stops 7 Travel Dant (mi) 145A Travel Time (hr) 6.1 Avg Sperm () 24 Fuel Used (gal) 4.4 HC EmIsslorm (g) 52 CO Emissions (g) 1031 NOx Errilsaws [g) 155 Vehicles Entered 442 Vehides Entad 441 Hourly Exit Rate 441 Irk VOWme 881 % of Volume 50 Denied Ener Before 0 Denied Entry After 0 Crozet Blue Ridge Apartment EPR SimTraffic Report Page 6 Queuing and BlocKing Report Existing AM 11/17/2014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue Movemnt EB SB -- -' Directions Served LT Maximum Queue (ft) 7 25 Average Queue (ft) 0 5 95th Queue (ft) 7 21 Link Distance (ft) 808 229 Time (%) Queuing Penalty (veh) Storage Dist (R) Storage Blk Time (%) Queuing Penally (+eh) Network Summary NoWwork wde Qu mg PerAy 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 SimTraffic Simulation Summary 7 - 8 ------0 Avg Start Time 3:45 3:45 Existing PM �w 3:45 End Time 5 00 5 00 5:00 5M 11117/2014 Summary of All Intervals 75 75 75 Tkne Recon (mm) 60 &0 80 RunIVi1�i1Ce+" 1 �� c .. 4 5 4 Start Time 3:45 3:45 3:45 3:45 3:45 3:45 3:45 End Trate 5.00 5°00 5:00 5:40 5-100 500 500 Total Time (min) 75 75 75 75 75 75 75 Tww Recorded (rain) 60 &0 60 60 80 60 60 # of Intervals 5 5 5 5 5 5 5 # of Rewr&d Inns 4 6.1 4 4 4 4 4 Vehs Entered 491 434 444 470 430 424 409 Vehs wed 492 433 446 464 427 427 403 Starting Vehs 6 4 6 1 4 12 2 End1mg Vehs 5 5 4 7 7 9 6 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Aftor 0 0 0 0 0 0 0 Travel Distance (mi) 163 143 147 154 141 140 134 Tri Time (hr) 6 7 6.0 8.1 6.4 5.9 5.8 5.5 Total Delay (hr) 0.2 0.2 0.1 0.2 0.1 0.1 0.1 TOW Stop 7 7 3 7 40 4 3 Fuel Used (gal) 4.9 4.4 4.5 4.5 4.3 4.1 4.0 Summary of All Intervals Run 6iw 7 - 8 ------0 Avg Start Time 3:45 3:45 3:45 3:45 End Time 5 00 5 00 5:00 5M Total Time (min) 75 75 75 75 Tkne Recon (mm) 60 &0 80 60 # of Intervals 5 5 5 5 # of Re=dad Intvls 4 4 4 4 Vehs Entered 423 482 482 449 Vefis ExdBd 423 479 487 449 Starting Vehs 6 5 9 6 EndrQ Vehs 6 8 4 6 Denied Entry Before 0 0 0 0 Denied Entry Afmr 0 0 0 0 Travel Distance (mi) 140 159 160 148 Tmvl Trme (hr) 58 6.6 6.7 6.1 Total Delay (hr) 0.1 0.2 0.2 0.1 Total 9 6 5 8 Fuel Used (gal) 4.1 4.8 4.8 4.4 Interval #0 Information Seeding t Tine 3.45 End Time 4:00 ToW T (mgr) 16 No data recorded this interval. Crozet Blue Ridge Apartment SimTraffic Report EPR Page ' SimTraffic Simulation Summary Existina PM 11/17/2014 Interval #1 Information Start Toe 4.00 End Time 4:15 Total Twee (mm) 15 Volumes adjusted by PHF. Run Nixi r�r 10 9 S' _ l 111 _ i Vehs Entered 109 93 116 122 104 110 1 O Vats Er d 109 95 115 196 104 114 102 Starting Vehs 6 4 6 1 4 12 2 Endmg Vehs 6 2 7 7 4 2 6 Denied Entry Before 0 0 0 0 0 0 0 Demed Entry After 1 0 0 0 0 0 0 Travel Distance (mi) 36 31 38 39 34 36 34 Tragi Tsne (hr) 15 1.3 1.0 1.6 14 1.5 1.4 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ToW Stops 1 0 1 2 2 2 1 Fuel Used (gal) 1.1 0.9 1.2 1.1 1.1 1.1 1.0 Interval #1 Information Sut TIM 4.0 End Time 4:15 ToW Time %) 15 Volumes adjusted by PHF. him Nunw 9 Ayg -_ Vehs Entered 111 108 120 110 Vets E 112 110 121 110 Starting Vehs 6 5 9 6 Ending VeN 5 3 8 4 Denied Entry Before 0 0 0 0 Demed Entry After 0 0 0 0 Travel Distance (mi) 37 36 40 36 Travell Tm (hr) 1.5 1.5 1.7 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 Tats stops 3 1 1 Fuel Used (gal) 1.1 1.1 1.2 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary Existing PM 11/1712014 Interval #2 Information $tmt Tams 4:15 End Time 4:30 Total Time (mm) 15 Volumes adjusted by PHF. Rijn Number 1 1_0 _ _2 3 A — - i --__—E, Vehs Entered 133 98 117 112 113 120 103 Vetrs Exited 133 97 199 114 107 112 106 Starting Vehs 6 2 7 7 4 2 6 Ending Vett 6 3 5 5 10 10 3 Denied Entry Before 1 0 0 0 0 0 0 0 Dented Entry After 0 0 0 0 1 0 Travel Distance (mi) 44 32 40 38 36 38 35 Tri T ("r) 1.8 14 17 1.6 1.5 1.6 1A Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 That Stop 1 3 1 2 3 1 2 Fuel Used (gal) 1.3 1.0 1.2 1.1 1.1 1.1 1.0 Interval #2 Information Stmt Too 415 End Time 4:30 Tctal Time (tn-,i) 16 Volumes adjusted by PHF. Crozet Blue Ridge Apartment EPR Aw; 114 112 4 7 0 0 37 1.6 OA 1 1.1 SimTraffic Report Page 3 Vehs Entered 10" Vehs Ex d 98 116 115 Starting Vehs 5 3 8 Endmo Vehs 10 7 14 Denied Entry Before 0 0 0 Denied Entry After 0 0 0 Travel Distance (mi) 33 39 39 Tmvel Tvw (hr) 1.4 1.6 1.7 Total Delay (hr) 0.0 0.0 0.1 Total fps 1 1 2 Fuel Used (gal) 0.9 1.2 1.2 Crozet Blue Ridge Apartment EPR Aw; 114 112 4 7 0 0 37 1.6 OA 1 1.1 SimTraffic Report Page 3 SimTraffic Simulation Summary Existing PM 11117/2014 Interval #3 Information Stk Tm a 4.30 End Time 4;45 End Time 4;45 Tom Tuft (mh1) 15 Volumes adjusted by PHF. T01W Tana (rrs;r) 15 Volumes adjusted by PHF. Vehs Entered 104 114 114 110 VeM Evied 111 I;wrn Number 1 10 2_ 3 d 5_ R, Vehs Entered 122 113 102 121 107 100 97 VeM Exp 121 107 103 1.22 111 102 100 Starting Vehs 6 3 5 5 10 10 3 End" Vehs 7 9 4 4 6 a 0 Denied Entry Before 0 0 0 0 1 0 0 Demed After 0 0 0 0 0 0 0 Travel Distance (mi) 41 36 33 40 36 34 33 TraM TnethJ 1.7 1.5 1.4 1.6 1.6 1A 1.4 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TO) Stop 0 0 0 2 1 0 0 Fuel Used (gal) 1.2 1.1 1.0 1.2 1.1 1.0 1.0 Interval #3 Information Sit Time 430 End Time 4;45 Tom Tuft (mh1) 15 Volumes adjusted by PHF. Vehs Entered 104 114 114 110 VeM Evied 111 791 123 110 Starting Vehs 10 7 14 7 EndvV Vehs 3 10 5 5 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 0 Travel Distance (mi) 36 37 38 36 TmW Time (hr) 1.5 1.5 1.6 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 Total Sips 1 1 2 1 Fuel Used (gal) 1.1 1.1 1.2 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary Existina PM 11/17/2014 Interval #4 Information Recording Sit Time 4,45 End Time 5:00 ToW T (nun) 15 Volumes adjusted by PHF. Rvn Nkomtei 1 10 Vehs Entered 127 130 Vehs Eked 129 134 Starting Vehs 7 9 EndhV Vehs 5 5 Denied Entry Before 0 0 Del Entry After 0 0 Travel Distance (mi) 42 44 Tfaw TM (hr) 1.7 1.8 Total Delay (hr) 0.1 0.0 Total Stops 5 4 Fuel Used (gal) 1.2 1.3 Interval #4 Information Recordin 2 3 d 5 i 109 115 106 100 103 109 912 105 99 95 4 4 6 8 0 4 7 7 0 8 0 0 0 0 0 0 0 0 0 0 36 37 35 32 33 1.5 1.6 1.5 1.3 1.3 0.0 0.0 0.0 0.0 0.0 1 1 4 1 0 1.1 1.1 1.1 1.0 1.0 Start Tm 4:45 End Time 5:00 Total Time (min) 15 Volumes adjusted by PHF. 14un Numhtr 7 F Aug Vehs Entered 105 14r Vahs Fes: 102 142 123 116 Starting Vehs 3 5 5 Endue} Vehs 6 `' 4 8 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 0 0 Travel Distance (mi) 34 47 42 38 Tragi TMW (ho 1 A 2.0 1.3 116 Total Delay (hr) 0.0 0.1 0.0 0.0 Total Stops 4 1 0 1 Fuel Used (gal) 1.0 1.5 1.3 1.2 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 SimTraffic Performance Report Existina PM 11117/2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement .W.Vemerli Jam. 'EBL EST WSW 'MR SBL All. Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 Delay ! Veh (s) 3.4 0.5 6 4.3 6.9 0.6 Total Stops 1 0 0 0 5 6 TWW Drat (w) 0.6 30.7 38.8 0.5 0.3 70.9 Travel Time (hr) 0.0 1.3 1.6 0.0 0.0 3.0 Avg Speed ("0) 22 24 24 23 13 24 Fuel Used (gal) 0.0 0.9 1.2 0.0 0.0 2.1 HC EnAwns (g) 0 5 4 2 0 10 GO Emissions (g) 2 129 128 25 0 284 Nowt Ems (g) 0 18 17 4 0 38 Vehicles Entered 4 201 237 3 5 450 Vehicles Exited 4 200 239 3 4 449 Hourly Exit Rate 4 200 238 3 4 449 kq)ut Vohs S 201 240 2 4 453 % of Volume 67 100 99 150 100 99 Deni Entry Before 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Total Network Performance Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 Total Delay (hr) 0.1 Delay E Veh (s) 1.2 Total Stops 6 Travel Dist (mi) 148.1 Travel Time (hr) 6.1 Avg Speed () 24 Fuel Used (gal) 4.4 HC Eons (g) 21 GO Emissions (g) 596 NOx Emisisms (9) 83 Vehides Entered 449 Vehkles E)ated 449 Hourly Exit Rate 449 kw Vie 918 % of Volume 49 Dent Entry Before 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 Queuing and Blocking Report ExistingPM 11117/2014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue M - -. orn �� _ _ Directions Served LT LR Maximum QLae (ft) 29 27 Average Queue (ft) 1 4 95th Queue (ft) 13 18 Link Distance (ft) 808 229 Bw Time N Queuing Penalty (veh) Store Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary New* wide Queuing : 0 Crozet Blue Ridge Apartment SimTraffic Report BPR Page 7 SimTraffic Simulation Summary 2015 No Build AM 11117/2014 Summary of All Intervals Run NW11W 1 10 2 4 5 11L --a Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Time 800 8 00 8:00 9.00 8,0(} 8 OC 8.tO Total Time (min) 75 75 75 75 75 75 75 Thm Recorded (ram) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recordwl hWs 4 4 4 4 4 '• 4 Vehs Entered 481 421 477 466 446 428 431 Veha E d 476 417 476 468 4411 429 421 Starting Vehs 3 4 3 6 2 10 2 EndkQ Vehs 8 8 4 4 7 9 12 Denied Entry Before 0 0 0 0 0 0 0 Decried Sft After 0 0 0 0 0 0 0 Travel Distance (mi) 158 138 158 154 146 141 141 Tri Tine (ho 6.6 5.8 6.6 6A 6.1 5.9 5.S Total Delay (hr) 0.2 0.1 o.2 0.1 o.2 0.1 0.1 Tait Stops 14 6 3 10 g 7 6 Fuel Used (gal) 4.7 4.2 4.8 4.6 4.4 4.2 4.3 Summary of All Intervals Interval #0 Information Seeding Start TUM 645 End Time 7:00 Toth Tun (mm) 16 No data recorded this interval. Crozet Blue Ridge Apartment EPR SimTraffic Report Page ' Start Time 6:45 6:45 6:45 6:45 End Time 800 8;00 9100 8o Total Time (min) 75 75 75 75 Tm Recorded (min) 60 so 60 60 # of Intervals 5 5 5 5 # of ceded tatvls 4 4 4 Vehs Entered 447 479 467 454 Vehs ESI 448 476 465 452 Starting Vehs 5 5 6 4 Ends+g Veto 4 8 8 6 Denied Entry Before 0 0 0 0 Dewed Entry After 0 0 0 0 Travel Distance (ml) 148 158 153 150 Tri Tsne (hd 6.2 8.6 6A 6.2 Total Delay (hr) 0.2 0.1 0.2 0.1 Tom Stops 6 6 10 a Fuel Used (gal) 4.5 4.8 4.6 4.5 Interval #0 Information Seeding Start TUM 645 End Time 7:00 Toth Tun (mm) 16 No data recorded this interval. Crozet Blue Ridge Apartment EPR SimTraffic Report Page ' SimTraffic Simulation Summary 2015 No Build AM 11/17/2014 Interval #1 Information Stark Tie 7.00 End Time 7:15 End Time 7:15 Tow Tune (min) 15 Volumes adjusted by PHF. Thi TV" (Mtn) 15 . Volumes adjusted by PHF. Vehs Entered 108 109 127 111 Veha Eked 108 !dun lumtw 9 10 2 3 4 5 i Vehs Entered 130 92 120 123 109 104 102 Vehs E)Aad 122 95 116 122 107 919 100 Starting Vehs 3 4 3 6 2 10 2 Ervdmg Vebs 11 1 7 7 4 3 4 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Afar 0 0 0 3 0 0 0 Travel Distance (ml) 41 31 39 40 36 36 33 Tri T {hr) 1.7 1.3 1.6 1.7 1.5 1.5 1.4 Total Delay (hr) 0.1 0.0 0.0 0.0 0.0 0.0 0.0 TOW Slops 6 0 1 4 2 1 4 Fuel Used (gal) 1.2 0.9 1.2 1.2 1.1 1.1 1.0 Interval #1 Information SWTWM 700 End Time 7:15 Tow Tune (min) 15 Volumes adjusted by PHF. . Vehs Entered 108 109 127 111 Veha Eked 108 414 125 197 Starting Vehs 5 5 6 4 End" Vehs 5 3 6 5 Denied Entry Before 0 0 0 0 Denied EnftyAftw 0 0 0 0 Travel Distance (mi) 36 37 41 37 Travel Time (hr) 1.5 4.3 1.7 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 Total S" 3 4 2 2 Fuel Used (gal) 1.1 1.1 1.2 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary 2015 No Build AM 11/1712014 Interval #2 Information Slarl The 7.15 End Time 7:30 Total Time (mn) 15 Volumes adjusted by PHF. Run Number 1 10 3 4 5 Vehs Entered 112 97 116 121 112 111 112 Vehs Ex ted 118 94 498 120 116 110 109 Starting Vehs 11 1 7 7 4 3 4 Endk►g Vf 5 4 5 6 10 4 7 Denied Entry Before 0 0 0 0 0 0 0 Tented Entry After 0 0 0 0 1 0 0 Travel Distance (mi) 39 31 39 40 36 36 37 Trash Time (hr) 1.6 1.3 1-6 1.7 15 15 1.6 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total S" 4 2 0 4 1 3 1 Fuel Used (gal) 1.1 1.0 1.2 1.2 1.0 1.1 1.2 Interval #2 Information SwTkm 715 End Time 7:30 ToW Time (rren) 15 Volumes adjusted by PHF. Rvn h_t_umbm Avg - -- — Vehs Entered 119 123 117 115 Veh9 E ed 117 118 118 113 Starting Vehs 5 3 8 5 Ending Vehs 7 7 9 7 Denied Entry Before 0 0 0 0 Dente Entry AfW 0 0 0 0 Travel Distance (mi) 39 40 38 38 Tr"Time (hr) 1.7 1,7 1.6 1.6 Total Delay (hr) 0.1 0.0 0.0 0.0 TOW Steps 0 0 2 1 Fuel Used (gal) 1.2 1.2 1.2 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 2015 No Build AM 111712014 Interval #3 Information Sart Twee 7.30 a 9_ Vehs Entered 113 108 108 End Time 7:45 111 M 112 111 Starting Vehs 7 7 Tow Time (ruin) 15 Endmg Vehs 9 9 5 7 Denied Entry Before 0 Volumes adjusted by PHF. 0 0 Dente Entry After 1 0 0 0 Travel Distance (mi) Run Nurnmf 35 36 14 Travel T (fir) 3 .q �1� ori Vehs Entered 0.0 134 110 134 110 98 96 106 Vets Erred Fuel Used (gal) 134 106 133 114 104 92 104 Starting Vehs 5 4 5 8 10 4 7 Ending Vohs 5 8 6 4 4 3 9 Denied Entry Before 0 0 0 0 1 0 0 Dente Entry After 0 0 0 0 df 0 Q Travel Distance (mi) 44 36 44 37 33 31 34 TmW Time (hr) 19 1.5 1.9 15 1.4 1.3 1.4 Total Delay (hr) 0.1 0.0 0.1 0.0 0.0 0.0 0.0 Tower 1 2 a 1 2 0 a Fuel Used (gal) 1.3 1.0 1.3 1.1 1.0 0.9 1.0 Interval #3 Information Start TIMC 730 End Time 7:45 Total Tm* (min) 15 Volumes adjusted by PHF. Run %mber 7 a 9_ Vehs Entered 113 108 108 112 Veha Er d 111 M 112 111 Starting Vehs 7 7 9 7 Endmg Vehs 9 9 5 7 Denied Entry Before 0 0 0 0 Dente Entry After 1 0 0 0 Travel Distance (mi) 37 35 36 37 Travel T (fir) 1.5 14 1.5 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 Total Slops 1 4 1 Fuel Used (gal) 1.1 1.0 1.1 1.1 Crozet Blue Ridge Apartment SimTraffiic Report EPR Page 4 SimTraffic Simulation Summary 2015 No Build AM 11/1712014 Interval #4 Information Recording SW TOM 7:45 8 u Aa Vehs Entered 107 139 End Time 8:00 Veil Exbd 112 140 112 115 Starting Vehs Tow Time (min) 15 5 7 Endmg Vahs 4 8 8 Volumes adjusted by PHF. Denied Entry Before 1 0 0 0 Dented Erdry Aft 0 Run NwMiler 0 0 Travel Distance (mi) 36 47 38 Vehs Entered 105 _2 122 107 112 127 117 11' VsM Exited 102 122 109 112 124 116 108 Starting Vehs 5 8 6 4 4 8 9 Ending Vahs 8 8 4 4 7 9 12 Denied Entry Before 0 0 0 0 0 0 0 Cie Envy After 0 0 4 0 0 0 0 Travel Distance (mi) 35 41 36 37 41 38 36 Travel 7ffne (hiJ 14 1.7 1.5 1.5 17 1.5 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Stop 4 2 2 1 4 3 1 Fuel Used (gal) 1.0 1.2 1.1 1.1 1.2 1.1 1.1 Interval #4 Information Recordin Sit Tlrrt 745 End Time 8:00 T Tin (min) 15 Volumes adjusted by PHF. Run Number7 8 u Aa Vehs Entered 107 139 115 116 Veil Exbd 112 140 112 115 Starting Vehs 9 9 5 7 Endmg Vahs 4 8 8 6 Denied Entry Before 1 0 0 0 Dented Erdry Aft 0 0 0 0 Travel Distance (mi) 36 47 38 38 Traw T (hr) 1.5 2.0 1.6 1.6 Total Delay (hr) 0.0 0.1 0.0 0.0 Tow 2 1 2 2 Fuel Used (gal) 1.1 1.5 1.1 1.2 Crozet Blue Ridge Apartment ShTraffic Report EPR Page 5 SimTraffic Performance Report 0.1 Detay 1 Veh (s) 1.2 Total Stops 8 2015 No Build AM 149.6 Travel Time (hr) 6.2 Avg Sped (rte) 24 Fuel Used (gal) 11/17/2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement I,Aovarnenl _ Ol. 1 #T WST MR M Tap Ally _ Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.1 Delay t Veh (s) 0 0.5 0.6 0.8 &0 3.0 0.6 Total Stops 0 0 0 0 1 7 8 Tri Dot (m►) 0.0 32.3 37.9 0.6 0.1 0.4 71.4 Travel Time (hr) 0.0 1.3 1.6 0.0 0.0 0.0 3.0 Arg Speed () 22 24 24 23 12 15 24 Fuel Used (gal) 0.0 1.0 1.1 0.0 0.0 0.0 2.1 HC Erns (g) 0 7 18 0 0 4 26 CO Emissions (g) 5 168 339 2 0 1 515 NOx Enimons (g) 1 24 51 0 0 0 77 Vehicles Entered 0 211 231 4 1 7 454 Whzles EAW a 210 232 4 1 7 454 Hourly Exit Rate 0 210 232 4 1 7 454 kW Volume 1 209 224 4 2 6 446: % of Volume 0 100 104 100 50 117 102 Dente Entry Before 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 Total Network Performance Total Delay (hr) 0.1 Detay 1 Veh (s) 1.2 Total Stops 8 Trend D (H) 149.6 Travel Time (hr) 6.2 Avg Sped (rte) 24 Fuel Used (gal) 4.5 HC Emig ms (g) 53 CO Emissions (g) 1055 Nox Emm ms (g) 158 Vehicles Entered 454 vilhiclals E)dted 452 Hourly Exit Rate 452 kVtA V&me 905 % of Volume 50 Dermad Er y Before 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 Queuing and Blocking Report 2015 No Build AM t1I17I2014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue t4OVUrh nt° EB .SO Directions Served LT LR Maximum Queue (f±) 7 25 Average Queue (ft) d 5 Kith Queue 7 22 Link Distance (ft) 848 229 Losvew 18tk Time (%) Queuing Penalty (veh) Storage try Dist (R) Storage Blk Time (%) Queumg Penalty (veh) Network Summa Nebork Wide Que*g Pw4y. 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 SimTraffic Simulation Summary .8 tt . Avg Start Time 3:45 3:45 2015 No Build PM 3:45 End Tarte 5.00 5.00 5-M 5:00 11/17/2014 Summary of All Intervals 75 75 75 rm Reorded (min) 60 Int 60 Nn Number 1 10 2 3_ 4 5 ... 4 Start Time 3:45 3:45 3:45 3:45 3:45 3:45 3:45 End Time 5100 5.00 5,00 5:00 50 5.00 5:00 Total Time (min) 75 75 75 75 75 75 75 Toe Recorded (min) 6t# 60 60 80 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded to 4 4 4 4 4 4 4 Vehs Entered 511 447 462 483 448 437 434 Vets Exfted 512 445 463 477 444 449 426 Starting Vohs 6 4 6 1 4 12 2 Endcng Vehs 5 6 5 7 8 6 8 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry After 0 0 4 0 0 4 0 Travel Distance (mi) 169 147 153 158 147 145 142 Tr T (hr) 7.0 6.1 6.4 6.5 6>1 6 0 5.8 Total Delay (hr) 0.2 0.2 0.2 0.2 0.2 0.1 0.1 Tow Std 7 8 5 7 10 4 3 Fuel Used (gal) 5.1 4.5 4.7 4.7 4.4 4.3 4.2 Summary of All Intervals Mi 1 trrnW .8 tt . Avg Start Time 3:45 3:45 3:45 3:45 End Tarte 5.00 5.00 5-M 5:00 Total Time (min) 75 75 75 75 rm Reorded (min) 60 Int 60 60 # of Intervals 5 5 5 5 # of Recorded Intvis 4 4 4 4 Vehs Entered 438 500 498 466 Vets EAW 4M 498 503 465 Starting Vehs 6 6 9 6 Endmg Veru 6 8 4 7 Denied Entry Before 0 0 0 0 Deno Entry Ater 0 0 0 0 Travel Distance (mi) 145 166 165 154 Trate Th* (hr) 6.0 6.9 619' 6.4 Total Delay (hr) 0.1 0.2 0.2 0.2 Tow stops 5 6 5 6 Fuel Used (gal) 4.3 5.0 5.0 4.6 Interval #0 Information Seeding Start Tffe 3'45 End Time 4:00 ToW Tiffne (rrdn) 15 No data recorded this interval. Crozet Blue Ridge Apartment EPR SimTraffic Report Page 1 SimTraffic Simulation Summary 2015 No Build PM 11117/2014 Interval #1 Information Start Tone 4.00 End Time 4:15 End Time 4:15 TOW Tsme (m:n) 15 Volumes adjusted by PHF. Total T:;7e (mm) 15 Run Numbet i 9 9 Volumes adjusted by PHF. Vehs Entered 115 114 125 114 Vohs Exited 116 Run Nnnlber 1 10 . _ -2- _ �. 3 4 5' _ It_ Vehs Entered 115 94 122 125 110 107 109 Vehs ExMd 114 96 120 119 109 117 105 Starling Vehs 6 4 6 1 4 12 2 Ending Vehs 7 2 8 7 5 2 6 Denied Entry Before 0 0 0 0 0 0 0 Denried Entry After 0 0 0 0 0 0 0 Travel Distance (mi) 38 31 40 40 36 37 35 Travel Time (ho 1.6 1.3 1.6 1,7 1.5 1.6 1.4 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TOW WP 1 1 1 2 2 2 1 Fuel Used (gal) 1.1 0.9 1.2 1.2 1.1 1.1 1.0 Interval #1 Information Stmt TWM 400 End Time 4:15 TOW Tsme (m:n) 15 Volumes adjusted by PHF. Run Numbet i 9 9 Awg Vehs Entered 115 114 125 114 Vohs Exited 116 117 426 194 Starting Vehs 6 6 9 6 Endue VeM 5 3 6 5 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 0 0 Travel Distance (mi) 38 39 41 38 Travel Time (ho 1.6 1A 1.7 16 Total Delay (hr) 0.0 0.0 0.0 0.0 Total Sips 3 3 1 1 Fuel Used (gal) 1.1 1.2 1.3 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary 2015 No Build PM 11/1712014 Interval #2 Information Start 1- 4:15 End Time End Time 4:30 Toil T (mm) 15 Totit Tom (ren) 15 Volumes adjusted by PHF. Volumes adjusted by PHF. Rn Number 7 A a Rijn tamper Entered Entered 109 121 123 f, Vehs Entered 139 103 120 116 117 123 104 Vehs Exkd w 102 123 118 112 115 107 Starting Vehs 7 2 8 7 5 2 6 Eruct Vets 6 3 5 5 10 10 3 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Air 0 0 0 0 1 0 0 Travel Distance (mi) 46 34 41 39 38 39 35 T TM Thr) 1.9 1.4 17 1.6 1.6 14 1.4 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Toth Stops 1 3 1 2 3 1 2 Fuel Used (gal) 1.4 1.0 1.2 1.2 1.1 1.2 1.0 Interval #2 Information Stmt TUN 4-15 End Time 4:30 Toil T (mm) 15 Volumes adjusted by PHF. Rn Number 7 A a ArgVehs Entered Entered 109 121 123 117 Vehs Ed 105 117 117 146 Starling Vehs 5 3 8 5 Ending Vehs 9 7 14 7 Denied Entry Before 0 0 0 0 Denied Entry Afar 0 0 0 a Travel Distance (mi) 35 39 40 39 Travel Time the 1.5 16 1.7 1.6 Total Delay (hr) 0.0 0.0 0.1 0.0 Trust Stops 1 1 2 1 Fuel Used (gal) 1.0 1.2 1.2 1.2 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 430 End Time 4:45 2015 No Build PM Tow Tin* (min) 15 11/17/2014 Interval #3 Information Rur; NilMbe i Start Twne 4.30 Vehs Entered 108 122 120 116 Vehs E f 114 End Time 4;45 428 IM Starting Vehs 9 7 14 7 Tobi The (mi:) 15 3 10 6 7 Denied Entry Before 0 0 Volumes adjusted by PHF. 0 Denied Entry After 0 0 0 0 Travel Distance (mi) RunFAbe+ 40 1+J 4 r\� 1.5 1 A 1.7 Vehs Entered 125 117 105 123 110 104 116 Vohs Exited 124 111 107 124 114 106 103 Starting Vehs 6 3 5 5 10 10 3 Endue Vehs 7 9 3 4 6 8 10 Denied Entry Before 0 0 0 0 1 0 0 0 0 0 Denied Entry Aftw 0 0 0 0 Travel Distance (mi) 42 38 34 40 37 35 37 Trate Tape (hr) 1.7 1.6 1.4 1.7 1,5 IA 1.5 Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TOW 3 0 0 2 1 0 0 Fuel Used (gal) 1.3 1.1 1.0 1.2 1.1 1.0 1.1 Interval #3 Information Stmt T 430 End Time 4:45 Tow Tin* (min) 15 Volumes adjusted by PHF. Rur; NilMbe i 'r4 Vehs Entered 108 122 120 116 Vehs E f 114 1#g 428 IM Starting Vehs 9 7 14 7 Ending Vis 3 10 6 7 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 0 0 Travel Distance (mi) 37 40 40 38 Travel Time (hO 1.5 1 A 1.7 1.6 Total Delay (hr) 0.0 0.0 0.0 0.0 Total fps 1 1 2 1 Fuel Used (gal) 1.1 1.2 1.2 1.1 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary 4-45 End Time 5:00 2015 No Build PM TOW Time (min) 15 Volumes adjusted by PHF. 11/17/2014 Interval #4 Information Recording F,ur Numbe__r 7 8 9 � k Vehs Entered Stmt Trme 4:45 130 120 1s Edd 103 145 132 120 End Time 5:00 10 6 7 Ending Vehs 6 8 4 Total Trme (min) 15 0 0 0 0 Deneb Ery After 0 0 Volumes adjusted by PHF. 0 Travel Distance (mi) 35 48 43 40 T Tsne (bq 1.5 R �t1 NurlpeF 1.8 1 30 2 0.1 4 0.0 Totat Stops Vehs Entered 1 132 133 115 119 911 103 105 Vehs EaW 134 136 113 116 100 103 107 Starting Vehs 7 9 3 4 6 8 10 Ending Vehs 5 6 6 7 S 8 8 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 Travel Distance (mi) 44 45 38 39 36 34 35 TMW rem (hr) 1.8 1.9 1.6 1.6 1.5 1.4 1.4 Total Delay (hr) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 TOW S 5 4 3 1 4 1 0 Fuel Used (gal) 1.3 1.4 1.2 1.2 1.1 1.0 1.1 Interval #4 Information Recording Stmt TNN 4-45 End Time 5:00 TOW Time (min) 15 Volumes adjusted by PHF. F,ur Numbe__r 7 8 9 � k Vehs Entered 106 143 130 120 1s Edd 103 145 132 120 Starting Vehs 3 10 6 7 Ending Vehs 6 8 4 7 Denied Entry Before 0 0 0 0 Deneb Ery After 0 0 0 0 Travel Distance (mi) 35 48 43 40 T Tsne (bq 1.5 2.0 1.8 1.6 Total Delay (hr) 0.0 0.1 0.0 0.0 Totat Stops 1 0 2 Fuel Used (gal) 1.1 1.5 1.3 1.2 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 SimTraffic Performance Report 0.2 Delay i Vel� (s) 1.2 Total Stops 2015 No Build PM TruM D (mi) 153.7 Travel Time (hr) 6.4 Avg SpeW () 11!17!2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement wyemenl E81- EST MT MR SBL 91 --- Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.1 Dr t Velli (s) 3.1 0.5 0.6 0.3 6.1 0.6 Total Stops 2 0 0 0 4 6 TMW DMt fes) 0.6 32.1 40.2 0.5 0.2 73.6 Travel Time (hr) 0.0 1.3 1.7 0.0 0.0 3.1 Avg Speed (ray) 22 24 24 23 13 24 Fuel Used (gal) 0.0 1.0 1.2 0.0 0.0 2.2 HC Ememns (g) 0 5 4 2 0 11 CO Emissions (g) 2 136 135 25 0 301 NOx Emmis (g) 0 19 16 4 0 41 Vehicles Entered 4 210 245 3 4 466 VOWm Exit 4 209 246 3 4 466 Hourly Exit Rate 4 209 246 3 4 466 input V011MIS a M 247 2 4 467 % of Volume 67 100 100 150 100 100 Dente Entry Wore 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Total Network Performance Total Delay (hr) 0.2 Delay i Vel� (s) 1.2 Total Stops 6 TruM D (mi) 153.7 Travel Time (hr) 6.4 Avg SpeW () 24 Fuel Used (gal) 4.6 IC Emans (g) 23 CO Emissions (g) 629 NOx Emmis (g) 67 Vehicles Entered 466 Velftedes Exited 465 Hourly Exit Rate 465 b1putVAM 946 % of Volume 49 Dented Entry Before 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 Queuing and Blocking Report 2015 No Build PM 1111712014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue !h.k�%ment. EIS- SO�._._.W. Directions Served LT LR Maxffrnum Queue (ft) 29 27 Average Queue (ft) 2 3 Oft Qum (R) 14 17 Link Distance (ft) 808 229 Deem BIk Time (%) Queuing Penalty (veh) StmW Bay DWS Storage Blk Time (%) Queuing Penalty (YM) Network Summary rAc wide - 4 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 SimTraffic Simulation Summary 2021 No Build AM 11/17/2014 Summary of All Intervals IRMA Nwr� ' 10 2 3 4 5 6:45 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 Erv1 Troia 8:00 800 8A 8.00 &03 8.'� 8'00 Total Time (min) 75 75 75 75 75 75 75 T (r:In) 60 60 60 60 60 60 so # of Intervals 5 5 5 5 5 5 5 # of Reowded intvis 4 4 4 4 4 4 4 Vehs Entered 592 502 572 538 500 506 494 Vehs Exiled 589 499 571 537 498 507` 486 Starting Vahs 3 6 4 3 7 13 3 Endmg Vets 6 9 5 4 9 12 11 Denied Entry Before 0 0 0 0 0 0 0 Did Ei*y Akr 0 D 0 0 0 0 0 Travel Distance (mi) 195 165 189 177 164 167 162 TraW Time (hq 8.2 6.9 7.9 7A 6.9 6.9 6.7 Total Delay (hr) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 TbW Slops 14 8 4 12 8 11 6 Fuel Used (gal) 5.9 5.0 5.7 5.3 5.0 5.0 5.0 Summary of All Intervals I?u+; kvg Start Time 6:45 6:45 6:45 6:45 _ End Time 800 8:00 800 80 Total Time (min) 75 75 75 75 Tmie Record (rein) 60 60 so 60 # of Intervals 5 5 5 5 # of Recorded 1ntv1s 4 4 4 4 Vehs Entered 547 582 570 540 VeM Exp 547 577 567 537 Starting Vehs 5 6 8 6 Endq Vets 5 11 11 8 Denied Entry Before 0 0 0 0 Demed Erky Aftr 0 0 0 0 Travel Distance (mi) 181 192 187 178 Travel Time (hr) 7.6 8.0 7.8 7A Total Delay (hr) 0.2 0.2 0.2 0.2 Tom fps 6 6 13 9 Fuel Used (gal) 5.5 5.8 5.7 5.4 Interval #0 Information Seedin TM 6-45 End Time 7:00 Total Time (nor) 15 No data recorded this interval. Crozet Slue Ridge Apartment SimTraffic Report EPR Page 1 SimTraffic Simulation Summary 2021 No Build AM 11/17/2014 Interval #1 Information Suffne 7:00 End Time 7:15 Toth T:me (irrnn) 15 Volumes adjusted by PHF. run Number 1 10 ' 3 +L 5 S Vehs Entered 156 114 144 133 126 115 115 Vets EAW 146 118 140 129 128 124 113 Starting Vehs 3 6 4 3 7 13 3 Encs Vehs 13 2 8 7 5 4 5 Denied Entry Before 0 0 0 0 0 0 0 Dented Fly After 0 0 0 0 0 0 0 Travel Distance (mi) 49 38 47 43 42 39 38 Tr" Tim (hr) 2.1 1.6 19 1.8 1.7 1.5 1.6 Total Delay (hr) 0.1 0.0 0.1 0.0 0.1 0.0 0.0 TOWS 5 r, 1 4 2 2 4 Fuel Used (gal) 1.5 1.1 1.4 1.3 1.3 1.2 1.1 Interval #1 Information Start T ea 7.00 End Time 7:15 Tow T (mm) 15 Volumes adjusted by PHF. Run NumW - - f $...�_- Vehs Vehs E 139 147 142 133 Starting Vehs 5 6 8 6 EndkV Veba 7 2 8 6 Denied Entry Before 0 0 0 0 Dented Entry After 1 0 9 0 Travel Distance (mi) 46 48 47 44 Tri Time (hr) 1.9 2.0 2.0 1.8 Total Delay (hr) 0.1 0.0 0.1 0.0 Ta S 3 3 2 2 Fuel Used (gal) 1.4 1.5 1.4 1.3 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary 2021 No Build AM 11197/2014 Interval #2 Information SMTnw 7,15 End Time 7:30 End Time 7:30 ToW Time (min) 16 Volumes adjusted by PHF. Total To* (mm) 15 Run 4umber 7 8 9 Volumes adjusted by PHF. Vehs Entered 139 136 140 132 Veha Exp 136 Run haumriw 1 10 2 3 4 5 6 Vehs Entered 125 109 135 138 133 134 133 Vohs Ex4ed 134 107 136 138 126 131 139 Starting Vehs 13 2 8 7 5 4 5 Endog Vis 4 4 7 7 12 7 7 Denied Entry Before 0 0 0 0 0 0 0 OwtW Erty After 0 0 0 0 0 0 0 Travel Distance (mi) 43 35 46 46 43 43 44 Tr 'rRM {hr) 1.8 1.5 1.9 1.9 1.8 1.8 1.8 Total Delay (hr) 0.0 0.0 0.1 0.0 0.1 0.1 0.1 TOMS 4 2 0 4 1 3 1 Fuel Used (gal) 1.3 1.1 1.4 1.4 1.2 1.3 1.4 Interval #2 Information Surf Tragi 7.16 End Time 7:30 ToW Time (min) 16 Volumes adjusted by PHF. Run 4umber 7 8 9 _Avg Vehs Entered 139 136 140 132 Veha Exp 136 131 939 131 Starting Vehs 7 2 8 6 EndkVVehs 10 7 9 7 Denied Entry Before 1 0 0 0 Der,aed E,ty A W 0 0 0 0 Travel Distance (mi) 46 44 46 44 TwM Time (hr) 2 0 1.8 1.9 1.8 Total Delay (hr) 0.1 0.1 0.0 0.1 TOW fps 0 0 2 2 Fuel Used (gal) 1.4 1.3 1.4 1.3 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 2021 No Build AM 11!1712014 Interval #3 Information Start Tmm 7:30 End Time 7:45 End Time 7:45 ToWr (w) 15 Volumes adjusted by PHF. TOW Tine (mit) 15 Pun Number 75 9 0. Volumes adjusted by PHF. Vehs Entered 142 134 135 135 Vehs Exited 143 Rt.n hvrnbt!r 1 10 2 3 4 _ 5- _ 0 Vehs Entered 167 134 165 130 107 115 114 Vahs Exfted 165 128 M 132 115 114 199 Starting Vehs 4 4 7 7 12 7 7 End#V Vehs 5 10 9 5 4 8 2 Denied Entry Before 0 0 0 0 0 0 0 0 Dented Entry Air 0 0 0 0 0 0 Travel Distance (mi) 55 43 54 43 37 38 38 Tref Torts (hr) 2.3 1.8 2.2 1.8 1-5 1 A 1.5 Total Delay (hr) 0.1 0.1 0.1 0.0 0.0 0.0 0.0 Tial 848 3 4 0 2 2 3 0 Fuel Used (gal) 1.7 1.3 1.6 1.3 1.1 1.1 1.1 Interval #3 Information ftdTwft 730 End Time 7:45 ToWr (w) 15 Volumes adjusted by PHF. Pun Number 75 9 0. Vehs Entered 142 134 135 135 Vehs Exited 143 131 137 934 Starting Vehs 10 7 9 7 Endue Vehs 9 10 7 8 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 0 0 Travel Distance (mi) 47 44 45 44 Travel Time (hr) 2.0 1.8 1.9 1..8 Total Delay (hr) 0.1 0.0 0.1 0.0 Tom Stop 1 1 4 2 Fuel Used (gal) 1.4 1.3 1.4 1.3 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary 2021 No Build AM 11/17/2014 Interval #4 Information Recordin Stmt TVe 7A5 End Time 8:00 End Time 8:00 Volumes adjusted by PHF. Tom Tmw (rrdn) 15 - -�- Vehs Entered 125 169 153 142 Volumes adjusted by PHF. 129 168 149 140 Starting Vehs 9 10 7 8 :Run Number 1 10 2 3 0 0 0 0 Vehs Entered 144 145 128 137 134 142 132 Vehs Eked 144 146 132 138 129 138 123 Starting Vehs 6 10 9 5 4 8 2 EndhN Vehs 6 9 5 4 9 12 11 Denied Entry Before 0 0 0 0 0 0 0 Demed Entry Atte' 0 0 0 0 0 0 Travel Distance (mi) 48 48 43 45 43 46 42 Travel Time (hr) 2.0 2.0 1.8 1.9 1.8 1.9 1.8 Total Delay (hr) 0.1 0.1 0.0 0.1 0.1 0.0 0.1 Toth Stops 2 2 2 3 3 1 Fuel Used (gal) 1.4 1.5 1.3 1.4 1.3 1.4 1.3 Interval #4 Information Recording Start Tke 745 End Time 8:00 Tow T (w) 15 Volumes adjusted by PHF. Run Numtrer 8 - -�- Vehs Entered 125 169 153 142 VeN lid 129 168 149 140 Starting Vehs 9 10 7 8 Ending VeN 5 11 11 8 Denied Entry Before 0 0 0 0 Denied Ery Air 0 0 0 0 Travel Distance (mi) 42 56 50 46 Trawl T (hr) 1.8 2+4 2.1 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total S 2 2 5 2 Fuel Used (gal) 1.3 1.7 1.5 1.4 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 SimTraffic Performance Report 2021 No Build AM 11!1712014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement Total Network Performance 'EEL ' Total Delay (hr) 0.0 Day I Veh (s) 1.4 Total Stops 0 Tri Dig (mf) 0.0 Travel Time (hr) 0.0 Avg (r ) 24 Fuel Used (gal) 0.0 HC Ernmdans (g) 0 CO Emissions (g) 5 NOx Emmsions (g) 1 Vehides Entered 0 VeWae Exited 0 Hourly Exit Rate 0 kW M*W* 1 % of Volume 0 Dented Entry Before 0 Denied Entry After 0 Total Network Performance Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 MT 'J ER SBL SBR 1.4 0.0 0.1 0.0 0.0 0.0 0.1 0.6 0.7 1.0 4.3 3.7 0.7 0 0 0 1 8 9 38.4 45.2 0.8 0.0 0.4 84.9 1.6 1.9 0.0 0.0 0.0 3.6 24 24 23 13 14 24 1.2 1.4 0.0 0.0 0.0 2.6 8 23 0 0 0 31 189 424 2 0 1 622 27 64 0 0 0 92 250 276 5 1 8 540 250 275 5 1 6 539 250 275 5 1 8 539 251 267 5 2 $ 534 100 103 100 50 100 101 0 0 0 0 0 0 0 0 0 0 0 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 Total Delay (hr) 0.2 Deby i Veh (s) 1.4 Total Stops 9 TraW Dist (mi) 177.9 Travel Time (hr) 7.4 Avg Speed () 24 Fuel Used (gal) 5.4 HC E (9) 63 CO Emissions (g) 1275 NOx Et stons (g) 189 Vehicles Entered 540 Vehdes E&W 537 Hourly Exit Rate 537 w Vobme 1084 % of Volume 50 Derxed Entry Before 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 Queuing and Blocking Report 2021 No Build AM 11!1712014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue M60el7lerit Directions Served LR Maximum Queue (ft) 25 Average Queue (ft) 6 25th Queue (ft) 23 Link Distance (ft) 229 Upstream BftC Time (%) Queuing Penalty (veh) Std Bay Diet (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Netwk wide QueiArq Perky: 0 Crozet Blue Ridge Apartment SimTrafflc Report EPR Page 7 SimTraffic Simulation Summary 2021 No Build PM 11/17/2014 Summary of All Intervals Rc+n l kmbu 1 10 2. -, :A(,7- -- _. 3:45 Start Time 3:45 3:45 3:45 3:45 3:45 3:45 3:45 End Time 5:00 5.100 5:00 5W 5dw 5.00 5100 Total Time (min) 75 75 75 75 75 75 75 Tffw Rworded (mai) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded MA 4 4 4 4 4 4 4 Vehs Entered 612 527 524 562 497 525 536 Vehs Exta9 607 527 524 562 494 529 529 Starting Vehs 5 6 6 5 7 13 3 Endmg Vehs 10 6 6 5 10 9 10 Denied Entry Before 0 0 0 0 0 0 0 Denied E*y After 0 0 0 0 0 0 0 Travel Distance (mi) 202 174 173 185 163 174 976 Trevtd Time (hr) 8A 7.3 7.3 7.7 6 8 7.2 7.3 Total Delay (hr) 0.3 0.2 0.2 0.2 0.2 0.2 0.2 To S g 8 4 12 11 8 6 Fuel Used (gal) 6.1 5.3 5.3 5.5 5.0 5.2 5.3 Summary of All Intervals Rynn "N"il-m- -T ' dmMa 0 _ ft Start Time^ 3:45 3:45 3:45 3:45 End Time 5:00 5:00 5100 5.00 Total Time (min) 75 75 75 75 The Recorded (mtn) 60 60 60 60 # of Intervals 5 5 5 5 # of Recwded Ma 4 4 4 d Vehs Entered 566 590 584 552 Vehs EMM 566 587 588 551 Starting Vehs 8 6 9 7 Endmg Vahs 8 9 5 7 Denied Entry Before 0 0 0 0 Denied Entry Aft 0 0 0 0 Travel Distance (mi) 187 195 193 182 Tri Time (hr) 7.9 8.1 81 7.6 Total Delay (hr) 0.2 0.3 0.2 0.2 Toth Stops 9 9 5 8 Fuel Used (gal) 5.6 5.9 5.9 5.5 Interval #0 Information Seeding art Tutee 3:45 End Time 4:00 Total Time (anti) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraffic Report EPR Page 1 SimTraffic Simulation Summary 2021 No Build PM 11117/2414 Interval #1 Information Start TM 4.00 End Time 4:15 ToW T+ms (mm) 15 Volumes adjusted by PHF. Fin Number I TO _ 2 _ _ _ 1 4 5 Vehs Entered 146 121 145 138 127 130 127 V&m ExW 145 125 142 136 122 139 125 Starting Vehs 5 6 6 5 7 13 3 Endog Vehs 6 2 9 7 12 4 5 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Aftr 0 0 0 0 0 0 0 Travel Distance (mi) 48 41 48 45 41 44 41 Tri Time (hr) 2.0 1.7 2.0 1.9 1.7 1.8 17 Total Delay (hr) 0.1 0.0 0.1 0.1 0.1 0.0 0.0 Taal Steps 3 1 1 4 2 2 Fuel Used (gal) 1.5 1.2 1.5 1.3 1.3 1.3 1.3 Interval #1 Information Sit Tha 4.00 End Time 4:15 ToW Time (man) 15 Volumes adjusted by PHF. i:;W n Nemhdr 7 8 . 0 N_ Vehs Entered 159 135 156 139 Vehs E)Wsd 155 139 155 139 Starting Vehs 8 6 9 7 EndkQ Vehs 12 2 10 7 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 .0` 0 Travel Distance (mi) 51 46 51 45 Travel Time (hr) 22 1.9 2.1 •1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 3 3 1 2 Fuel Used (gal) 1.5 1.4 1.6 1.4 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary 2021 No Build PM 11/17/2014 Interval #2 Information Start Too 4:15 End Time 4:30 Total Time (min) 15 Volumes adjusted by PHF. Nn Num u 144 .- 149 3 4 5 i` Denied Entry Before Vehs Entered _MpEty. 164 119 141 138 136 145 134 Vehs l: 164 116 148 139 136 137 134 Starting Vehs 6 2 9 7 12 4 5 Endue Vehe 6 5 4 B 12 12 5 Denied Entry Before 0 0 0 0 0 0 0 Derved Entry Air 0 0 0 0 0 0 0 Travel Distance (mi) 55 39 48 46 45 46 44 TMW Tine (hr) 2.3 1.6 2.0 1.9 1.9 1.9 1.8 Total Delay (hr) 0.1 0.0 0.1 0.1 0.1 0.1 0.0 Thi SlOps 0 3 1 3 2 1 4 Fuel Used (gal) 1.6 1.2 1.5 1.4 1.4 1.4 1.3 Interval #2 Information SWTIMS 4.15 End Time 4:30 TOW TOM (min) 15 Volumes adjusted by PHF. t}kjn Nurnb-ar Vehs Entered 144 Valls EX&d 149 Starting Vehs 12 End Vel 7 Denied Entry Before 0 Denied Entry Afm 0 Travel Distance (mi) 4B Tri Te (hr) 2.0 Total Delay (hr) 0.1 TOW Stops 0 Fuel Used (gal) 1.5 8 - - - - Avg 147 136 140 133 139 2 10 7 9 13 8 0 0 0 0 0 0 47 45 46 2.0 1.9 1.9 0.1 0.1 0.1 3 2 2 1.4 1.4 1.4 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 2021 No Build PM a 1 Ava Vehs Entered 135 11/17/2014 Interval #3 Information 133 Vehs Bated 136 142 147 133 Starting Vehs 7 Start Tmw 4.30 8 Endmg Vets 6 9 8 9 Denied Entry Before End Time 4:45 0 0 Dented Entry A' 0 0 0 0 Total TI, -AG (min) 15 47 47 44 Travel Time (hr} 1.9 19 2.0 Volumes adjusted by PHF. Total Delay (hr) 0.1 0.1 0.1 0.0 Total ftp 1 2 li�ri Numb& 1 t 10 MEMO 1.4 3 1.3 Vehs Entered 153 137 113 147 111 115 13P Vehs Exded 147 132 111 149 118 119 131 Starting Vehs 6 5 4 6 12 12 5 Endng Vahs 12 10 6 4 7 8 12 Denied Entry Before 0 0 0 0 0 0 0 Dente Entry Alter 0 0 0 0 0 0 0 Travel Distance (mi) 50 44 36 48 37 39 44 Tri Time (hJ 2.1 1.8 1.5 2.0 1.5 1.6 1.8 Total Delay (hr) 0.0 0.1 0.0 0.1 0.0 0.0 0.0 Tow Steps 0 0 0 2 3 0 0 Fuel Used (gal) 1.5 1.3 1.1 1.4 1.1 1.1 1.3 Interval #3 Information Sit T 430 , End Time 4:45 Tctl Time (min) 15 Volumes adjusted by PHF. t ,;n i+iu�+r5ar a 1 Ava Vehs Entered 135 142 142 133 Vehs Bated 136 142 147 133 Starting Vehs 7 9 13 8 Endmg Vets 6 9 8 9 Denied Entry Before 0 0 0 0 Dented Entry A' 0 0 0 0 Travel Distance (mi) 45 47 47 44 Travel Time (hr} 1.9 19 2.0 18 Total Delay (hr) 0.1 0.1 0.1 0.0 Total ftp 1 2 2 1 Fuel Used (gal) 1.4 1.4 1.4 1.3 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary 2021 No Build PM 11/17/2014 Interval #4 Information Recordin Start Time 4:45 End Time 5:00 End Time 5:00 ToW TM* WO 15 Volumes adjusted by PHF. Tow TV" (mm) 15 Pun r+ku►er 7 8 -_ Volumes adjusted by PHF. Vehs Entered 128 166 150 140 Veha Exftd 126 lr•�IR,'I�tl>R�r � 1G `' 6 d � 9 Vehs Entered 149 150 125 139 123 135 137 Vft Eat 151 154 425 "3tt 120 134 139 Starting Vehs 12 10 6 4 7 8 12 EndhV Vehs 10 6 6 5 16 9 10 Denied Entry Before 0 0 0 0 0 0 0 Dented En" Ater 0 0 0 0 0 0 0 Travel Distance (mi) 50 50 42 46 40 44 46 Traw TMW f hr) 2.1 2.1 1.7 1.9 1.7 1.f1 1.9 Total Delay (hr) 0.1 0.1 0.0 0.1 0.0 0.1 0.1 TOW Mps 5 4 2 3 4 5 0 Fuel Used (gal) 1.5 1.5 1.3 1.3 1.2 1.3 1.4 Interval #4 Information Recording Sart Two 4;45 End Time 5:00 ToW TM* WO 15 Volumes adjusted by PHF. Pun r+ku►er 7 8 -_ - ---- Vehs Entered 128 166 150 140 Veha Exftd 126 166 453 140 Starting Vehs 6 9 8 9 Ending Ves 8 9 5 7 Denied Entry Before 0 0 0 0 Denied Entry Aft 0 0 0 0 Travel Distance (mi) 42 56 50 47 Tr Tune Thr) 1.8 2.3 2.1 1.9 Total Delay (hr) 0.0 0.1 0.0 0.1 Tom Stops 5 1 0 3 Fuel Used (gal) 1.2 1.7 1.5 1.4 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 SimTraffic Performance Report 2021 No Build PM 11/17/2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement klrvemeroi EBL BT VVBT- Dellay J Veh (s) 1.5 Total Delay (hr) 0.0 0.0 0.1 0.0 0.0 0.1 De* t Veh (s) 3.4 0.6 0.7 0.4 6.8 0.8 Total Stops 2 1 0 0 5 8 Travell C (Mr 0.9 �7 r 48.0 0,4 0.3 87.3 Travel Time (hr) 0.0 1.6 2.0 0.0 0.0 3.7 Avg Speed (mph) 21 24 24 23 24 Fuel Used (gal) 0.0 1.1 1.4 0.0 0.0 2.6 lC Emorrs (g) 0 6 5 1 0 12 CO Emissions (g) 3 160 170 21 1 355 NOm Ends (g) 0 22 22 3 0 47 Vehicles Entered 6 246 293 2 5 552 V*Mn Exbd 6 245 294 3 5 553 Hourly Exit Rate 6 245 294 3 5 553 kw Vowmet 8 248 298 2 5 559 % of Volume 75 99 99 150 100 99 Denied Entry Bebm 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 Total Network Performance Crozet Blue Ridge Apartment SimTrafric Report EPR Page 6 Total Delay (hr) 0.2 Dellay J Veh (s) 1.5 Total Stops 8 Travel D (rni) 182.2 Travel Time (hr) 7.6 Avg Speed (mph) 24 Fuel Used (gal) 5.5 HC En ons (g) 25 CO Emissions (g) 737 NOX Errsssons (g) 100 Vehicles Entered 552 Vehs Er*d 551 Hourly Exit Rate 551 RW Volume 1133 % of Volume 49 Dente Ener Bei 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTrafric Report EPR Page 6 Queuing and Blocking Report 2021 No Build PM 11/1712014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue Network Summary i fehwrk wide Queuing Penaltr ft Crozet Blue Ridge Apartment SimTrafc Report EPR Page 7 Directions Served LT LR Maximum Queue (ft) 40 27 Average Queue (ft) 3 4 M Queue (ft) 20 19 Link Distance (ft) 808 229 Upstrum Blk Tim (%) Queuing Penalty (veh) Storage Bw Dist Storage Blk Time (%) Queuing Pena► (veh) Network Summary i fehwrk wide Queuing Penaltr ft Crozet Blue Ridge Apartment SimTrafc Report EPR Page 7 SimTraffic Simulation Summary Start Time 6:45 6:45 2015 Build AM 6:45 End Time 800 8:00 8.00 8.40 11!1712014 Summary of All Intervals 75 75 75 Time Recorded (min) 60 80 60 �itlrl Number 1 1D 2 3: 4 5 *.4 Start Time 6:45 6:45 6:45 6:45 6:45 6:45 6:45 End Tins: 8.00 8.00 8.00 8:00 8:00 800 8.00 Total Time (min) 75 75 75 75 75 75 75 Trie Recorded (min) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded hts 4 4 4 4 4 4 4 Vehs Entered 550 527 507 505 486 520 511 Vehs Exited 552 530 497 5w 489 524 512 Starting Vehs 10 8 6 5 7 9 7 Endwg Vehs 8 5 16 10 4 5 6 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Alar 0 0 D 0 0 0 0 Travel Distance (mi) 176 169 161 162 155 168 164 Tr T {ho 7.6 7.4 6.9 6.9 6.8 7.3 7.1 Total Delay (hr) 0.3 0.3 0.3 0.3 0.3 0.3 0.3 TOW 128 136 97 146 114 131 127 Fuel Used (gal) 5.5 5.3 5.1 5.1 4.9 5.3 5.2 Summary of All Intervals Interval #0 Information Seeding Sit Time 6:45 End Time 7:00 ToW Time (rmn) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraffic Report EPR Page 1 Start Time 6:45 6:45 6:45 6:45 End Time 800 8:00 8.00 8.40 Total Time (min) 75 75 75 75 Time Recorded (min) 60 80 60 60 # of Intervals 5 5 5 5 # of Recorded Intvls 4 4 4 4 Vehs Entered 505 534 533 517 Vel E)W 505 533 531 517 Starting Vehs 3 7 3 6 Emling Vehs 3 8 5 6 Denied Entry Before 0 0 0 0 Denied Entry Aft 0 0 0 0 Travel Distance (mi) 163 171 171 166 Travel Time (hr) 7.0 7.3 7.5 7.2 Total Delay (hr) 0.3 0.3 0.4 0.3 Total &99 95 98 119 116 Fuel Used (gal) 5.0 5.5 5.4 5.2 Interval #0 Information Seeding Sit Time 6:45 End Time 7:00 ToW Time (rmn) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraffic Report EPR Page 1 SimTraffic Simulation Summary 2015 Build AM 11/97/2014 Interval #1 Information art Tae 7.40 End Time 7:15 End Time 7:15 Tow Torre (nit) 15 Volumes adjusted by PHF. TOW T (nrn) 15 Iain lJumi+-tr Volumes adjusted by PHF. Vehs Entered 132 150 152 129 Vehs Ex(md trn Nornh{ A _ 10 ` _ 3 4 5 3 Vehs Entered 136 111 118 126 127 134 119 VeNs Exp 133 112 115 124 130 137 118 Starting Vohs 10 a 6 5 7 9 7 Endmg Vehs 13 7 9 7 4 B 8 Denied Entry Before 0 0 0 0 0 0 0 Demed Entry Alter 0 0 0 0 0 0 Travel Distance (mi) 42 36 37 40 41 44 38 Tr" Tarte (hr) 1.9 1.6 1,6 1.7 1-8 1.9 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total 104P 41 28 30 38 32 38 35 Fuel Used (gal) 1.4 1.2 1.2 1.3 1.3 1.4 1.2 Interval #1 Information Sart TFme 7:04 End Time 7:15 Tow Torre (nit) 15 Volumes adjusted by PHF. Iain lJumi+-tr Vehs Entered 132 150 152 129 Vehs Ex(md 126 149 148 130 Starting Vehs 3 7 3 6 Endmg VON 9 8 7 7 Denied Entry Before 0 0 0 0 Denied Entry Air 0 0 0 0 Travel Distance (mi) 42 48 48 42 Tr" Tune (hr) 1.8 21 2.1 1.8 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 22 26 21 34 Fuel Used (gal) 1.3 1.5 1.5 1.3 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary 2015 Build AM 11/17/2014 Interval #2 Information Staft Toe 1,15 8 5 Avg Vehs Entered 129 130 End Time 7:30 Vehs Exert 131 931 130 133 Starting Vehs Total Tom (mm) 15 7 7 Endmg VeN 7 7 7 Volumes adjusted by PHF. Denied Entry Before 0 0 0 0 Domed Entry After 0 t%un Number 1 10 t 3 42 5, 43 Vehs Entered 143 134 134 131 103 156 140 Vehs Exited 147 131, 138 439 10 153 143 Starting Vehs 13 7 9 7 4 6 8 Endt VeN 9 10 6 7 4 0 5 Denied Entry Before 0 0 0 0 0 0 0 Dented Entry Air 0 1 0 0 0 0 0 Travel Distance (mi) 47 42 44 42 33 49 45 Travel Tune 00 2.0 1.8 1,4 1.8 1.4 2.2 2.0 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total aws 32 19 22 30 21 39 29 Fuel Used (gal) 1.4 1.3 1.4 1.3 1.1 1.6 1.4 Interval #2 Information Start Thrm 715 End Time 7:30 Total Time (rwn) 15 Volumes adjusted by PH F. }iJi4 Nun1t77 8 5 Avg Vehs Entered 129 130 130 133 Vehs Exert 131 931 130 133 Starting Vehs 9 8 7 7 Endmg VeN 7 7 7 6 Denied Entry Before 0 0 0 0 Domed Entry After 0 0 0 0 Travel Distance (mi) 41 42 42 43 Travel Tone (hr) 1.8 1.8 1.9 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 31 21 37 28 Fuel Used (gal) 1.3 1.3 1.3 1.4 Crozet Blue Midge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 2015 Build AM 11/17/2014 Interval *2 Information Sit Thie 730 End Time 7.45 End Time 7:45 Total Tins 0m) 15 Volumes adjusted by PHF. Toth T (rtsn) 15 lour+ dumber I 8 9 Volumes adjusted by PHF. Vehs Entered 122 120 122 125 Vohs Exbd 123 Run Numbef- - - - - _ `0_.. ' _ _ _ 3-- 4 7 6 Vehs Entered - - -- 131 134 129 127 126 111 119 Vahs Exhad 135 133 126 124 122 119 116 Starting Vehs 9 10 5 7 4 9 5 End" Vehs 5 11 8 10 8 1 8 Denied Entry Before 0 1 0 0 0 0 0 Denied Entry After 0 G 0 0 4 0 0 Travel Distance (mi) 42 42 42 41 39 37 37 'met Tmae (hr) 1.8 1.9 1.8 1.7 17 1.6 1.6 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.0 0.1 Total Stop 30 54 32 13 26 18 34 Fuel Used (gal) 1.4 1.4 1.3 1.3 1.2 1.2 1.2 Interval #3 Information StIxt Tilm 730 End Time 7.45 Total Tins 0m) 15 Volumes adjusted by PHF. lour+ dumber I 8 9 Avg Vehs Entered 122 120 122 125 Vohs Exbd 123 116 120 123 Starting Vehs 7 7 7 6 Ending Vats 5 11 9 7 Denied Entry Before 0 0 0 0 Denied Entry Aft 0 0 0 0 Travel Distance (mi) 39 37 39 40 Travel Time (hr) 1.7 16 1.7 17 Total Delay (hr) 0.1 0.1 0.1 0.1 Tats Stops 27 32 28 30 Fuel Used (gal) 1.3 1.2 1.2 1.3 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary 2015 Build AM 11/1712014 Interval #4 Information Recording Sit TM End Time Tote Tana (nom) Volumes adjusted by PHF. Rin 7:45 8:00 15 3 4 5 l Vehs Entered 140 148 126 121 130 119 133 Vehs Eked 137 154 116 121 134 115 136 Starting Vehs 5 11 6 10 8 1 8 Endmg Vehs 8 5 16 10 4 5 6 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Air 0 4 0 0 0 0 0 Travel Distance (mi) 44 49 39 39 42 37 43 Tnw T (M 1.9 2.1 1.7 1,7 1.6 1.$ 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 26 35 13 25 36 36 29 Fuel Used (gal) 1.4 1.5 1.2 1.2 1.3 1.2 1.4 Interval #4 Information Recording Sit TiMe 7.46 End Time 8:00 ToW Time (min) 15 Volumes adjusted by PHF. Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 uq_ Vehs Entered 122 134 129 130 VMs E)dted 125 137 133 132 Starting Vehs 6 11 9 7 Endmg Veha 3 8 5 6 Denied Entry Before 0 0 0 0 f7erded Envy Alter 0 0 0 0 Travel Distance (mi) 40 43 42 42 Tri Tm (hr) 1.7 1.9 1.8 1 A Total Delay (hr) 0.1 0.1 0.1 0.1 Toth Stops 15 19 33 25 Fuel Used (gal) 1.2 1.4 1.3 1.3 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 SimTraffic Performance Report UR NBL N8T --sBT All 2015 Build AM 0.0 0.0 0.0 0.0 0.0 Delay t Veh (s) 11/17/2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement 2.1 Total Stops 53 IVlOweMent EEL E9T 53 Travel D (.mi) 21 0.8 +l Total Delay (hr) 0.0 0.0 0.0 0.0 0.1 0.0 0.2 Delay 1 Veh (s) 2.5 0.5 0.6 0.4 7.6 3.8 1.2 Total Stops 3 1 0 0 27 32 63 Travel Dist (m1) 1.4 32.6 37.1 1.8 1.4 1,6 75.9 Travel Time (hr) 0.1 1.3 1.5 0.1 0.1 0.1 3.3 Avg Speed (mph) 21 24 24 23 10 12 23 Fuel Used (gal) 0.0 1.0 1.1 0.1 0.1 0.1 2.4 HC Emissions (g) 0 7 20 0 1 1 29 CO Emissions (g) 6 165 371 5 27 33 607 NOx Emmsions (g) 1 24 56 1 3 4 87 Vehicles Entered 10 212 226 11 27 32 518 Vehdw Exiled 10 213 226 11 27 32 519 Hourly Exit Rate 10 213 226 11 27 32 519 kt Vo 9 209 224 11 30 32 515 % of Volume 111 102 101 100 90 100 101 Dente Er y Before 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 5: Entrance & Blue Ridge Avenue Performance by movement tfia Bnl UR NBL N8T --sBT All Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 Delay t Veh (s) 2.6 1.5 0.1 0.2 2.1 Total Stops 53 0 0 0 53 Travel D (.mi) 21 0.8 0.3 0.3 3.5 Travel Time (fir) 0.2 0.1 0.0 0.0 0.2 Avg Spit (Mph) 14 15 18 24 15 Fuel Used (gal) 0.1 0.0 0.0 0.0 0.1 HC 15=64M (g) 0 0 0 0 1 CO Emissions (g) 8 16 8 1 32 NOx Emissions (g) 1 2 1 0 3 Vehicles Entered 53 14 6 4 77 Velikks Exited 53 14 6 4 77 Hourly Exit Rate 53 14 6 4 77 Input Volume 57 14 6 4 81 % of Volume 93 100 100 100 95 Denied Entry Befons 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 SimTraffic Performance Report 2015 Build AM 11117/2014 Total Network Performance jmllwlb�.. Total Delay (hr) 0.3 Delay / Veh (s) 2.0 Total Stops 116 Tmd Dist (ir) 165.8 Travel Time (hr) 7.2 Avg Speed ( ) 23 Fuel Used (gal) 5.2 HC Ern nns (g) 63 CO Emissions (g) 1338 NOX Erns (g) 192 Vehicles Entered 517 Vehides Exlted 5517 Hourly Exit Rate 517 k4XA Volume 1109 % of Volume 47 Denied Entry Bdore 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 Queuing and Blocking Report 2015 Build AM 11/1712014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue MCNE?�rialll EB a — Directions Served LT LR Maximum Queue (ft) 37 57 Average Queue (ft) 3 25 95th Queue (ft) 21 47 Link Distance (ft) 808 233 Upstraw Blk Time (') Queuing Penalty (veh) Storage Bay Drat (it) Storage Blk Time (%) Queunrg Penalty (veh) Intersection: 5: Entrance & Blue Ridge Avenue Directions Served LR Mamum Queue (ft) 54 Average Queue (ft) 28 VA QUOA (ft) 50 Link Distance (ft) 210 Lipstm Blk Time (%) Queuing Penalty (veh) Storage stay Dat (ft) Storage Blk Time (%) Queuing Pen* (VA) Network Summary NO" We Qu ng PWW 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 8 SimTraffic Simulation Summary 2015 Build PM 11/17/2014 Summary of All Intervals Run hurrUF 10 2 3 4 5, a Start Time 3:45 3:45 3:45 3:45 3:45 3:45 3:45 End Time 5.00 5.00 5:00 5'00 5 O0 500 5'00 Total Time (min) 75 75 75 75 75 75 75 Toe ReoDMed (rr!n) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded httvls 4 4 4 4 4 4 4 Vehs Entered 606 557 584 575 514 582 566 Vehs Exkd 607 561 567 M6 508 582 566 Starting Vehs 5 9 4 3 5 11 5 Enft Vahs 4 5 21 12 11 11 5 Denied Entry Before 0 0 0 0 0 0 0 OSI Entry Atter 0 0 0 0 0 0 1 Travel Distance (mi) 193 177 184 180 165 186 179 Trete Tura (hq 8.5 7.8 8.0 a 7.1 8.1 7.8 Total Delay (hr) 0.4 0.4 0.3 :'.i 0.3 0.4 0.4 ToW Slops 98 102 70 96 63 101 94 Fuel Used (gal) 6.2 5.7 5.9 5.8 5.1 5.9 5.8 Summary of All Intervals F g a .ova Start Time 3:45 3:45 3:45 3:45 End Time 500 5.00 500 500 Total Time (min) 75 75 75 75 Tans Reroided (mm) 60 60 to 60 # of Intervals 5 5 5 5 # of Recorded WAS 4 4 4 4 Vehs Entered 553 595 583 570 Vehs Ed 556 584 578 568 Starting Vehs 7 3 3 5 Endue Veha 4 14 8 8 Denied Entry Before 0 0 0 0 Denied Entry Af 0 0 0 0 Travel Distance (mi) 178 188 185 181 TmW Time (hr) 7.8 8.1 8.1 7.9 Total Delay (hr) 0.4 0.4 0.3 0.4 Tow Stops 77 93 65 86 Fuel Used (gal) 5.7 6.0 5.9 5.8 Interval #0 Information Seedin SwTkm 3.45 End Time 4:00 ToW T (min) 15 No data recorded this interval. Crozet Blue Ridge Apartment EPR SimTraffic Report Page 1 SimTraffic Simulation Summary 2015 Build PM 11x1712014 Interval #1 Information Start Time 4,00 End Time 4:15 Tod Time (rwn) 15 Volumes adjusted by PHF. RLM Number 1 ..14 _ 2 a - - 4 - 5 _ i1 _ Vehs Entered 145 134 138 127 134 127 129 Vehs EXW 141 131 133 126 137 131 127 Starting Vehs 5 9 4 3 5 11 5 Endue Vohs 9 12 19 4 2 7 7 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Air 0 0 0 0 0 J 0 Travel Distance (mi) 45 42 43 40 44 40 40 TrmW Time (hr} 2.0 1.8 1.9 1.7 1.9 1.7 1.7 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Slop 30 21 24 27 20 30 29 Fuel Used (gal) 1.5 1.3 1.4 1.3 1.4 1.3 1.3 Interval #1 Information Start T 4.00 End Time 4:15 ToW T (min) 15 Volumes adjusted by PHF. RLJN Number 7 $ 9�4V� Vehs Entered 133 157 162 139 Vefs, Exqed 134 150 157 136 Starting Vehs 7 3 3 5 EndnT Vahs 10 10 8 7 Denied Entry Before 0 0 0 0 Denied Entry Air 0 0 4 0 Travel Distance (mi) 43 49 51 44 Travel Too (hr) 1.9 2.1 2.2 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 TOW gops 17 27 15 24 Fuel Used (gal) 1.4 1.6 1.6 1.4 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary 4:15 End Time 4:30 2015 Build PM Tom The On) 15 11117!2414 Interval #2 Information Wft Nurnw SWT0M 415 Vehs Entered 162 148 143 End Time 4:30 Sys Exted 163 156 143 150 Starling Vehs 10 Til Time (nen) 15 8 7 E.ndmg Vehs 9 2 8 7 Volumes adjusted by PHF. 0 0 0 0 Demed Entry Ager 1 .4 1- n �'id1711�1�1i' 0 11 L _ 48 4 47 A¢ Vehs Entered 170 141 142 138 129 175 148 Vehs Ex6ad 170 147 146 936 119 172 146 Starting Vehs 9 12 9 4 2 7 7 Ending Vehs 9 6 5 6 12 10 9 Denied Entry Before 0 0 0 0 0 0 0 Denied East Alf 0 0 0 0 0 0 0 Travel Distance (mi) 54 46 46 43 40 55 46 Tr TNM (ho 2.4 2.0 1.9 1.0 1.7 2.4 za Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Tow Mops 36 26 9 29 6 32 21 Fuel Used (gal) 1.7 1.5 1.5 1.4 1.2 1.8 1.5 Interval #2 Information Stmt Tare 4:15 End Time 4:30 Tom The On) 15 Volumes adjusted by PHF. Wft Nurnw Vehs Entered 162 148 143 149 Sys Exted 163 156 143 150 Starling Vehs 10 10 8 7 E.ndmg Vehs 9 2 8 7 Denied Entry Before 0 0 0 0 Demed Entry Ager 1 .4 0 0 Travel Distance (ml) 51 48 45 47 Travel Time (hr) 2.3 2.1 2.0 2-1 Total Delay (hr) 0.2 0.1 0.1 0.1 TOW stops 30 19 21 23 Fuel Used (gal) 1.7 1.5 1.4 1.5 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 2015 Build PM 11!1712014 Interval #3 Information Start T 4.30 End Time 4:45 End Time 4:45 TOW TM* (fKn) 15 Volumes adjusted by PHF. Total Time (mm) 15 Volumes adjusted by PHF. Vehs Entered 126 137 146 141 vans EMW 129 + uR ur�tser 1 10 ' .3 4 _ 5 7 Vehs Entered 154 128 150 157 126 139 135 Veli ESI 155 125 152 155 131 144 134 Starting Vehs 9 6 5 6 12 10 9 Endue Veha 8 9 3 8 7 5 10 Denied Entry Before 0 0 0 0 0 0 0 Deried Entry After 0 0 0 0 0 0 0 Travel Distance (mi) 50 39 48 50 41 46 43 Tri Time (hr) 2.2 1.7 21 2.1 18 2.0 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 TOW 24 26 20 16 20 22 24 Fuel Used (gal) 1.6 1.3 1.5 1.6 1.3 1.4 1.4 Interval #3 Information Sian# Time 4:30 End Time 4:45 TOW TM* (fKn) 15 Volumes adjusted by PHF. Vehs Entered 126 137 146 141 vans EMW 129 127 145 140 Starting Vehs 9 2 8 7 Ending Vehs 6 12 9 7 Denied Entry Before 1 0 0 0 Denied Entry After 0 0 0 0 Travel Distance (mi) 42 43 46 45 Travel Time (M 118 1.6 ZO 1.9 Total Delay (hr) 0.1 0.1 0.1 0.1 Tafel Stems 18 20 15 til Fuel Used (gal) 1.3 1.3 1.5 1.4 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary 4.45 End Time 5:00 2015 Build PM Trial Time (min) 15 Volumes adjusted by PHF. 11!1712014 Interval #4 Information Recording Sit Twoe 4.45 132 153 132 145 Vft Exited 134 151 End Time 5:00 Starting Vehs 6 12 9 7 End" Vehs 4 ToW Time (min) 15 8 Denied Entry Before 0 0 0 0 Dented Entry After Volumes adjusted by PHF. 0 0 0 Travel Distance (mi) 43 48 42 45 Tri Tine (hr) 1.8 1 10 2 3 45 0.1 �i Vehs Entered Toth fps 137 154 154 153 T" 4"" " Vehs EAW 1.5 141 158 136 141$ 121 135 159 Starting Vehs 8 9 3 8 7 5 10 Endmg Vehs 4 5 21 12 11 11 5 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Ager 0 0 0 0 0 '_. 1 Travel Distance (mi) 44 49 47 47 40 44 50 Trwd Time (ho 1.9 2.2 2.0 2.1 1.7 1.9 2.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Toth Stops 8 29 17 24 17 17 20 Fuel Used (gal) 1.4 1.6 1.5 1.6 1.2 1.4 1.6 Interval #4 Information Recording Sit Toe 4.45 End Time 5:00 Trial Time (min) 15 Volumes adjusted by PHF. Vehs Entered 132 153 132 145 Vft Exited 134 151 133 142 Starting Vehs 6 12 9 7 End" Vehs 4 14 a 8 Denied Entry Before 0 0 0 0 Dented Entry After 0 0 0 0 Travel Distance (mi) 43 48 42 45 Tri Tine (hr) 1.8 .41 1.8 2A Total Delay (hr) 0.1 0.1 0.1 0.1 Toth fps 12 27 14 18 Fuel Used (gal) 1.3 1.6 1.4 1.5 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 ShTraffic Performance Report 2015 Build PM 11/17/2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement 1 GAVne:il EOL FST WST WSR SBL Total Delay (hr) 0.0 0.1 0.1 0.0 0.0� Delay I Vh (s) 3.6 0.9 09 0.7 7.5 Total Stops 11 5 0 0 18 Travel D (mi) 4.7 32.7 41.1 6.1 0.9 Travel Time (hr) 0.2 1.4 1.7 0.3 0.1 Avg Speer! () 21 24 24 23 10 Fuel Used (gal) 0.1 1.0 1.2 0.2 0.1 HC Emissions (g) 1 5 4 2 0 CO Emissions (g) 26 142 156 45 15 NOx Emissions (g) 3 19 20 6 2 Vehicles Entered 31 213 252 37 17 Vehdas Exited 31 213 251 37 18 Hourly Exit Rate 31 213 251 37 18 hPA Volme 33 208 247 37 17 % of Volume 94 102 102 100 106 trued Erdrry Beba 0 0 0 D 0 Denied Entry After 0 0 0 0 0 �@T EER - near " 0.0 0.2 0.3 3.9 1.3 IL - 0 0 19 53 0.0 1.0 66.6 0.0 0.1 3.8 13 12 23 0.0 0.1 2.7 1 0 14 9 17 410 1 2 53 1 19 570 1 19 570 1 19 570 1 18 561 100 106 102 0 0 0 0 0 0 5: Entrance & Blue Ridge Avenue Performance by movement Ivowe er.; EER NEL near SOT All SII Total Delay (hr) 0.0 0.0 0.0 0.0 0.1 Day I Veh (s) 2.5 1.6 0.3 0.1 1.7 Total Stops 33 0 0 0 33 Tri Dist (rte) 13 3.3 0.5 0.3 5.4 Travel Time (hr) 0.1 0.2 0.0 0.0 0.4 Avg S ("0) 14 15 18 25 =- Fuel Used (gal) 0.0 0.2 0.0 0.0 0.3 HC Emmons (g) 0 2 2 0 3 CO Emissions (g) 4 71 36 1 111 NOY Emissions (g) 0 7 5 0 13 Vehicles Entered 33 59 10 4 106 Vette Exited 33 59 10 4 106 Hourly Exit Rate 33 59 10 4 106 W VDIume 33 62 9 3 107 % of Volume 100 95 111 133 99 Denied Enty Before a 0 0 0 0 Denied Entry After 0 0 0 0 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 SimTraffic Performance Report 2015 Build PM 11/17/2014 Total Network Performance I Total Delay (hr) 4.4 Delay l Vet (s) 2.3 Total Stops 86 Twd Dist (mi) 181.5 Travel Time (hr) 7.9 Avg Speed (q*) 23 Fuel used (gal) 5.8 HC Emmons (9) 29 CO Emissions (g) 955 NOx Erdswris (g) 119 Vehicles Entered 570 Vehkka Exited 566 Hourly Exit Rate 568 Input Vol M IM % of Volume 46 Dente Entry Befim 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 Queuing and Blocking Report 2015 Build PM 11!1712014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue 14iowelrtient W fS SS Directions Served LT LR Nlaxmm Queue (it) 85 44 Average Queue (ft) 13 19 VA Queue (fl) 52 40 Link Distance (ft) 808 233 Upstream B& Time (%) Queuing Penalty (veh) Storage, Qw(11) Storage Blk Time (%) QwLwg Pwafty (veh) Intersection: 5: Entrance & Blue Ridge Avenue 'Anvernenl � ._ Directions Served LR LT trnum Queue (ft) 54 3 Average Queue (ft) 21 0 Quaw (fl) 47 4 Link Distance (ft) 212 233 team Bilk Time (%) Queuing Penalty (veh) Stwage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (+) Network Summary NeW"k We Qu ng P ty ' 0 Crozet Blue Ridge Apartment SimTraf is Report EPR Page 8 SimTraffic Simulation Summary 2021 Build AM 11/17/2014 Summary of All Intervals Amn Nukk 1 10 3 4 6- `'- Start Time 6:45 6:45 6:45 6:45 6:45 _ 6:45 6:45 ]End Ttme 800 8.00 8100 8:00 800 8.00 8.00 Total Time (min) 75 75 75 75 75 75 75 Tsrie Recorded (milt) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Reewded ltd 4 4 4 4 4 4 4 Vehs Entered 650 611 601 595 550 615 604 Vets Exited 654 615 595 590 553 618 598 Starting Vehs 13 11 12 11 7 9 8 En ft Vehs 9 7 1f4 1$ 4 6 14 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry Afar 0 to 0 0 0 0 0 Travel Distance (mi) 208 197 192 990 176 198 192 Trawl To* (hr) 9.1 8.6 8.2 8.2 76 8.5 8.4 Total Delay (hr) 0.4 0.4 0.3 0.4 0.3 0.4 0.4 Tom Std 146 110 401 118 104 128 155 Fuel Used (gal) 6.5 6.2 6.0 6.0 5.5 6.2 6.2 Summary of All Intervals Interval #0 Information Seeding Stmt Tie 645 End Time 7:00 Til Time (min) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraffic Report EPR Page Start Time 6:45 6:45 6:45 6:45 End Tim 8.00 800 800 8.00 Total Time (min) 75 75 75 75 Tune Recorded (mm) 60 so 60 60 # of Intervals 5 5 5 5 # of Recorded httvla 4 4 4 4 Vehs Entered 551 606 631 601 V@M Exbd 554 5% 627 ew Starting Vehs 5 7 4 6 Ending Vefs 2 18 8 9 Denied Entry Before 0 0 0 0 Denied Ery After 0 1 1 0 Travel Distance (mi) 179 192 202 193 Tr Tone (hr) 7.7 8.2 8.8 81, Total Delay (hr) 0.3 0.3 0.4 0.4 ToW fps 97 117 923 119 Fuel Used (gal) 5.5 6.1 6.5 6.1 Interval #0 Information Seeding Stmt Tie 645 End Time 7:00 Til Time (min) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraffic Report EPR Page SimTraffic Simulation Summary 700 End Time 7:15 2021 Build AM TSE Time (mm) 15 11117/2014 R"M Numw 1 4 o Interval #1 Information 1 Vehs Entered 140 166 169 147 V 133 Start Tia 7:00 166 143 Starting Vehs 5 7 4 6 End Time 7:15 12 8 7 7 Denied Entry Before 0 0 Tom Time (►vin) 15 0 Denied E*y A,ftr 0 0 0 0 Travel Distance (mi) Volumes adjusted by PHF. 53 54 47 Travel Time (hr) 1.9 Z.3 24 ra ,Nt,rnte Total Delay (hr) 1:1 b_ _ _3 4 ' 33 Vehs Entered 163 139 148 137 134 147 134 Vehs Exrwd 162 143 151 140 138 152 133 Starting Vehs 13 11 12 11 7 9 8 Endue Vahs 14 7 9 8 3 4 9 Denied Entry Before 0 0 0 0 0 0 0 Denied lanky Aft 0 i, 0 n 0 0 0 Travel Distance (mi) 52 46 48 44 44 48 42 TaW Terms (hr) 23 2.0 2.0 1.9 2.1 1.8 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 Totat Stops 45 22 24 36 25 41 45 Fuel Used (gal) 1.6 1.4 1.5 1.4 1.4 1.5 1.4 Interval #1 Information 1 Start Time 700 End Time 7:15 TSE Time (mm) 15 Volumes adjusted by PHF. R"M Numw 1 4 o Avg Vehs Entered 140 166 169 147 V 133 165 166 143 Starting Vehs 5 7 4 6 Endtq Vel 12 8 7 7 Denied Entry Before 0 0 0 0 Denied E*y A,ftr 0 0 0 0 Travel Distance (mi) 44 53 54 47 Travel Time (hr) 1.9 Z.3 24 2.1 Total Delay (hr) 0.1 0.1 0.1 0.1 Toth Stops 33 33 34 34 Fuel Used (gal) 1.4 1.7 1.7 1.5 Crozet Blue Ridge Apartment SimTrafflc Report EPR Page 2 SimTraffic Simulation Summary 2021 Build AM 11/17/2014 Interval #2 Information 2 Stmt Time 7.15 8 9 Awl Vehs Entered 143 152 End Time 7:30 Vehs E*W 148 157 156 156 Starting Vehs Tc' T (min) 15 7 7 Erb Vehs 7 3 8 Volumes adjusted by PHF_ Denied Entry Before 0 0 0 0 Denied Entry After 0 RWIJ rill i4,Wr 1 10 2 3 4 50 50 Vehs Entered 172 150 152 153 137 177 154 Vehs Eked 177 147 152 155 132 173 158 Starting Vehs 14 7 9 8 3 4 9 Endue Vehs 9 10 9 6 8 8 5 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry At% 0 1 4 0 0 0 0 Travel Distance (mi) 56 48 48 49 43 56 50 Tri TOM (hr) 2.4 2.0 2A 2,2 1,9 2.4 2.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Total Stops 38 16 23 38 24 35 36 Fuel Used (gal) 1.7 1.5 1.5 1.6 1.4 1.7 1.6 Interval #2 Information 2 Start Time 7.16 End Time 7:30 TOW To* (rrn) 15 Volumes adjusted by PHF. Run Ntrn • r 7 8 9 Awl Vehs Entered 143 152 157 154 Vehs E*W 148 157 156 156 Starting Vehs 12 8 7 7 Erb Vehs 7 3 8 6 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 Q 0 Travel Distance (mi) 46 49 50 50 Trava Tom (hl 2.0 -'.1 2.2 2.1 Total Delay (hr) 0.1 0.1 0.1 0.1 Tom Stops 32 15 34 29 Fuel Used (gal) 1.5 1.5 1.6 1.6 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 2021 Build AM 11/17/2014 Interval #3 Information 3 Sut Tuna 7:30 End Time 7:45 Total Time (min) 15 Volumes adjusted by PHF. Gln Nunn 1 1t1 - -`� 3 -- 4 _- ��. -.5 131 Vehs Entered 163 158 156 154 134 135 147 Vehs Exded 168 157 159 151 134 135 143 Starting Vehs 9 10 9 6 8 8 5 Ew g Veha 4 11 6 9 9 8 9 Denied Entry Before 0 1 0 0 0 0 0 Derded Entry After 0 0 0 0 0 0 0 Travel Distance (mi) 53 51 51 49 43 44 47 TraW T {hr? 2.3 2.2 2.2 2.1 1.9 1.9 2.0 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Tota! Sops 34 41 34 0 26 21 33 Fuel Used (gal) 1.7 1.6 1.6 1.6 1.4 1.3 1.5 Interval #3 Information 3 Std Taft 730 End Time 7:45 ToW Time (mf: -nn) 1s Volumes adjusted by PHF. RLI.; NL.Irnibeir, 7 Avg Vehs Entered 130 141 145 146 Vehs Edd 131 935 142 145 Starting Vehs 7 3 8 6 Endue Vats 6 9 11 7 Denied Entry Before 0 0 0 0 Denied Entry Auer 0 0 0 0 Travel Distance (mi) 42 44 46 47 Trate Torte (hr) 1.8 1.4 2.0 2.0 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stops 18 33 22 28 Fuel Used (gal) 1.3 1.4 1.5 1.5 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary 2021 Build AM 11/17/2014 Interval #4 Information 4 Start Time. End Time Toth Tuft (min) Volumes adjusted by PHF. #gun NuAw 7:45 8:00 15 1 10 2 3 _ _ .4 _ 'S Vehs Entered 152 164 145 151 145 156 169 Vets Edd 147 168 133 144 149 1.58 164 Starting Vehs 4 11 6 9 8 8 9 Endt Vehs 9 7 18 16 4 6 14 Denied Entry Before 0 0 0 0 0 0 0 Dem En" Air 0 0 0 0 0 0 0 Travel Distance (mi) 47 53 45 47 47 50 53 Tri TOM (hr) 2.1 2.3 19 2.0 20 2.2 2.3 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 TOW Stop 29 31 20 24 29 31 41 Fuel Used (gal) 1.5 1.7 1.4 1.5 1.4 1.6 1.7 Interval #4 Information 4 Stmt Time 745 End Time 8:00 Total Time(MM) 15 Volumes adjusted by PHF. Run Nurrrt r- Vehs Entered 138 147 160 152 "h=-15 ExitFfd 142 438 163 150 Starting Vehs 6 9 11 7 End" Vette 2 i8 6 9 Denied Entry Before 0 0 0 0 Danced Entry Aftr 0 1 1 D Travel Distance (mi) 46 45 51 48 Trate The (M 1.9 2.0 2.3 2.1 Total Delay (hr) 0.1 0.1 0.1 0.1 Total fps 14 36 33 28 Fuel Used (gal) 1.3 1.4 1.7 1.5 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 SimTraffic Performance Report 2021 Build AM 11117/2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement Mmenertit EK EST WOT MR SSS SST W 'Al Total Delay (hr) 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.2 Delay/ Veh (s) 3.1 0.6 0.7 0.4 7.9 0.2 4.0 1.2 Total Stops 3 0 0 0 29 0 31 63 TrmW D (nm) 1.5 38 7 43.3 2.0 1.5 0.1 1.6 88.8 Travel Time (hr) 0.1 1.6 1.8 0.1 0.2 0.0 0.1 3.9 Avg Speed (nO) 22 24 24 23 10 14 11 23 Fuel Used (gal) 0.0 1.2 1.3 0.1 0.1 0.0 0.1 2.8 HC Errimions (g) 0 9 22 0 0 0 1 :i3 CO Emissions (g) 6 207 422 6 26 2 33 702 NOx Enamm (g) 1 29 64 1 3 0 4 101 Vehicles Entered 10 252 265 12 29 2 32 602 VeN*s Wed 10 252 263 12 29 2 32 600 Hourly Exit Rate 10 252 263 12 29 2 32 600 Input Volume 9 251 267 11 30 1 32 601 % of Volume 111 100 99 109 97 200 100 100 Denied Envy Mom 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 5: Entrance & Blue Ridge Avenue Performance by movement tufav rne+>fi - EUR NO N8.T AUI Total Delay (hr) 0.0 0.0 0.0 0.0 0.0 Decay, 1 Veh (s) 27 1.5 0.2 0.2 2.1 Total Stops 56 0 0 0 56 TraW Dtt (nu) 2.2 0.9 03 0.4 3.8 Travel Time (hr) 0.2 0.1 0.0 0.0 0.3 Avg Speed (►) 14 15 18 24 15 Fuel Used (gal) 0.1 0.1 0.0 0.0 0.1 HC Emmons (g) 0 0 0 0 1 CO Emissions (g) 7 18 8 1 33 NOx Emissions (g) 1 1 0 3 Vehicles Entered 56 16 6 5 83 VeWes Exited 56 16 6 5 83 Hourly Exit Rate 56 16 6 5 83 Vie 57 14 6 5 82 % of Volume 98 114 100 100 101 Denied Entry Befom 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Crozet Blue Ridge Apartment EPR SimTraffic Report Page 6 SimTraffic Performance Report 2021 Build AM Total Network Performance 11/17/2014 aim, Total Delay (hr) 0.4 Delay f Veh (s) 2.2 Total Stops 119 Trfel Did (mi) 192,5 Travel Time (hr) 8.3 Avg *ad (mph) 23 Fuel Used (gal) 6.1 HC Emissions (g) 70 CO Emissions (g) 1528 NOx Err r►s (g) 218 Vehicles Entered 601 Vehicles Exited 600 Hourly Exit Rate 600 kw Vowme 1292 % of Volume 47 Denied Enky Before 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 Queuing and Blocking Report 2021 Build AM 11117/2014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue Mpwernerat EB SR Directions Served LT LR dam Queue (ft) 38 57 Average Queue (ft) 3 26 9ft Queue (ft) 1s 47 Link Distance (ft) 808 233 U} aam Blk Time (%) Queuing Penalty (veh) &wage BW Dot (ft) Storage Blk Time (%) Quewng Penalty (vM) Intersection: 5: Entrance & Blue Ridge Avenue rvrxne t ES NB _ O—NEW— — � Directions Served LR LT Maxrnurn Queue (f) 52 6 Average Queue (ft) 29 0 9t Queue (M 49 4 Link Distance (ft) 210 233 IVstmw Bilk Time (°/fir) Queuing Penalty (veh) ftmage Bay Dist (ft) Storage Blk Time (%) Queuing Penally (rte) Network Summary NeWA wide Queuing PwW 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 8 SimTraffic Simulation Summary ' 6 9 Avg ._... Start Time 3:45 3:45 2021 Build PM 3:45 =nd Time 51GO 5.00 51W 5:00 11/17/2014 Summary of All Intervals 75 75 75 T Reowded Otn) 60 60 60 Run dumper # of intervals 10. ? 3 4 # of Recorded I'ntvls €i Start Time 3:45 3:45 3:45 3:45 3:45 3:45 3:45 End Mme 5:00 5.00 5.00 51)0 5M 5100 5.00 Total Time (min) 75 75 75 75 75 75 75 Tie Rid (mm) 60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 #of 4 4 4 4 4 4 4 Vehs Entered 712 646 653 671 613 669 641 Vets E ed 706 647 642 661 613 667 641 Starting Vehs 5 9 5 3 7 10 5 Entg Vacs 11 8 16 13 7 12 5 Denied Entry Before 0 0 0 0 0 0 0 Denied Ery Atter 0 0 0 0 0 0 1 Travel distance (mi) 226 207 206 211 197 213 204 Tr Time (hr) 9.9 9.0 9.4 9.1 8.4 9.2 8.9 Total Delay (hr) 0.5 0.4 0.4 0.4 0.3 0.5 0.4 Toth Stops 97 80 94 91 65 100 90 Fuel Used (gal) 7.2 6.6 6.6 6.7 6.2 6.8 6.6 Summary of All Intervals rM NtAnber ' 6 9 Avg ._... Start Time 3:45 3:45 3:45 3:45 =nd Time 51GO 5.00 51W 5:00 Total Time (min) 75 75 75 75 T Reowded Otn) 60 60 60 60 # of intervals 5 5 5 5 # of Recorded I'ntvls 4 4 4 4 Vehs Entered 654 657 648 656 Vehs Edd 662 647 643 653 Starting Vehs 12 3 3 6 Ending Vehs 4 13 8 9 Denied Entry Before 0 0 0 0 Dowd Entry After 0 0 0 0 Travel Distance (mi) 211 208 207 209 Travel T (hr) 9.2 9.0 9.0 9.1 Total Delay (hr) 0.4 0.4 0.4 0.4 TOW 78 73 60 83 Fuel Used (gal) 6.7 6.7 6.6 6.7 Interval #0 Information Seeding Start Tse 3:45 End Time 4:00 TOW Twine (niin) 15 No data recorded this interval. Crozet Blue Ridge Apartment SimTraffic Report Page 1 SimTraffic Simulation Summary 2021 Build PM 11/17/2014 Interval #1 Information 1 Start TNM 400 End Time 4:15 End Time 4:15 Total T (min) 15 Volumes adjusted by PHF, Total Time (min) 15 Run Number T 8--.- Volumes adjusted by PHF. Vehs Entered 178 171 171 163 Vehs f xbd 177 flun Numrw 1 10 2 3 4' 6_ 6 Vehs Entered 171 955 158 155 152 160 160 Veber 965 154 152 150 157 163 154 Starting Vohs 5 9 5 3 7 10 5 Ending Vohs 11 10 11 8 2 7 11 Denied Entry Before 0 0 0 0 0 0 0 Domed Entry After 0 0 0 0 4 0 0 Travel Distance (mi) 54 50 50 48 50 51 50 Tq4W TRe (hr) 2.3 2.2 2.2 2.1 2-1 2.2 2.2 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 TOW Stop 24 12 32 29 23 38 28 Fuel Used (gal) 1.7 1.6 1.6 1.5 1.6 1.6 1.6 Interval #1 Information 1 Start Toe 400 End Time 4:15 Total T (min) 15 Volumes adjusted by PHF, Run Number T 8--.- Vehs Entered 178 171 171 163 Vehs f xbd 177 164 I6 162 Starting Vohs 12 3 3 6 Endmg Vohs 13 10 8 7 Denied Entry Before 0 0 0 0 Derned Entry Aft 0 0 0 0 Travel Distance (mi) 57 53 55 52 Trawl Time (ho 2.5 2.3 2.4 22 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Stop, 19 24 13 24 Fuel Used (gal) 1.8 1.7 1.7 1.6 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 2 SimTraffic Simulation Summary 2021 Build PM 39/17/2014 Interval #2 Information 2 Start Tum 4:15 __ 9 _ Avg _ Vehs Entered 172 163 168 End Time 4:30 175 165 167 16B Starting Vehs 13 10 TOM TMM (Min) 15 Er ft Vohs 10 8 9 B Denied Entry Before 0 Volumes adjusted by PHF. 0 0 Denied Entry After 0 1 0 0 Travel Distance (mi) RunNurser 52 53 10 ? a d 5 !+ Vehs Entered 0.1 194 157 152 164 156 203 159 Vete Ed Fuel Used (gal) 1€14 156 158 In 147 198 151 Starting Vehs 11 10 11 8 2 7 11 EndkV Vehs 11 11 5 6 11 12 9 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry After 0 0 Cl 0 0 0 0 Travel Distance (mi) 62 50 49 52 49 63 51 Trate Time 00 27 2.1 2.1 2.3 2.1 2.8 13 Total Delay (hr) 0.2 0.1 0.1 0.1 0.1 0.2 0.1 Tom S 33 16 14 t9 11 21 22 Fuel Used (gal) 1.9 1.6 1.6 1.7 1.5 2.0 1.7 Interval #2 Information 2 S%rt Two 4:15 End Time 4:30 TothT (dn) 15 Volumes adjusted by PHF. Run Nurr&r - - _ _ _ __ 9 _ Avg _ Vehs Entered 172 163 168 169 Veha Elf 175 165 167 16B Starting Vehs 13 10 B 7 Er ft Vohs 10 8 9 B Denied Entry Before 0 0 0 0 Denied Entry After 0 1 0 0 Travel Distance (mi) 55 52 53 54 Tri Tarte (ho 2.4 2.2 2.4 2.3 Total Delay (hr) 0.1 0.1 0.2 0.1 TOW Sloo 24 12 24 20 Fuel Used (gal) 1.8 1.7 1.7 1.7 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 3 SimTraffic Simulation Summary 2021 Build PM 11/17/2014 Interval #3 Information 3 Stwt TWA 4'31) End Time 4:45 Total Ttrne (n• -,n) 15 Volumes adjusted by PHF. A=r NrW illjlar y 10 _ ? 3 .4 5 - -0 Vehs Entered 165 157 167 176 152 150 168 Vets Exited 168 158 169 169 156 153 188 Starting Vehs 11 11 5 6 11 12 9 End Vahs 8 10 3 13 7 9 9 Denied Entry Before 0 0 0 0 0 0 0 Sent Entry After 0 0 0 0 0 0 0 Travel Distance (mi) 53 50 53 55 49 48 53 Trate Trete (hr) 2.3 2.2 23 2.3 2.1 2.1 2 3 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 TOW Stop 17 32 29 19 18 24 28 Fuel Used (gal) 1.7 1.7 1.7 1.7 1.6 1.5 1.7 Interval #3 Information 3 SwTMe 4.30 End Time 4:45 Total TNM Ndn) 15 Volumes adjusted by PHF. ,; ... ,. 7 0 q _ Vehs Entered 155 142 165 1600 Vets Exded 156 137 1S8 159 Starting Vehs 10 8 9 8 Endue Vahs 9 13 8 8 Denied Entry Before 0 1 0 0 Denied Entry Atm 0 3 0 0 Travel Distance (mi) 51 45 53 51 Travel Tri (hr) 2.2 1.9 2.3 2.2 Total Delay (hr) 0.1 0.1 0.1 0.1 TOW Stops 20 12 10 20 Fuel Used (gal) 1.6 1.4 1.7 1.6 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 4 SimTraffic Simulation Summary 2021 Build PM 11/1712014 Interval #4 Information 4 t Tne 4.45 End Time 5:00 Toil TM (nn) 15 Volumes adjusted by PHF. t°unNUrnher 4 10 2 3 4 Vehs Entered Vehs Entered 182 177 176 176 153 156 154 Vena Edd 179 179 163 976 153 153 158 Starting Vehs 8 10 3 13 7 9 9 Ending Vehs 11 8 is 13 7 12 5 Denied Entry Before 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 tf 0 1 Travel Distance (mi) 58 57 54 56 49 50 50 Tr Time (hr) 25 2,5 24 2.4 11 2.2 2,1 Total Delay (hr) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 TOW ftps 23 20 19 25 16 26 14 Fuel Used (gal) 1.8 1.8 1.7 1.8 1.5 1.6 1.6 Interval #4 Information 4 $tmt rMw 4:45 End Time 5:00 Tow T (ma) 15 Volumes adjusted by PHF. Ftun Number7. 8 Atm Vehs Entered 149 181 144 164 Vft ExW 954 181 144 463 Starting Vehs 9 13 8 8 Erb Vahs 4 13 8 9 Denied Entry Before 0 0 0 0 Denied E*y Alter 0 0 0 0 Travel Distance (mi) 48 58 46 53 TraW T (hr) 21 2.5 2.0 2.3 Total Delay (hr) 0.1 0.1 0.1 0.1 Total Sys 15 25 13 20 Fuel Used (gal) 1.5 1.9 1.4 1.7 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 5 SimTraffic Performance Report 2021 Build PM 11117/2014 2: Jarmans Gap Road & Blue Ridge Avenue Performance by movement Mmmffem EBL NOL N8T WffR- A Total Delay (hr) 0.0 'rte Total Delay (hr) 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.2 Delay/ Veh (s) 3.8 0.8 1.0 0.7 8.8 0.5 4.0 1.4 Total Stops 13 3 0 0 16 0 19 51 Tma Dist (rm) 5.2 38.9 48.2 &9 0.8 0.0 1.0 100.0 Travel Time (hr) 0.3 1.6 2.0 0.3 0.1 0.0 0.1 4.4 Avg Speed (mph) 21 24 24 23 9 13 12 23 Fuel Used (gal) 0.2 1.2 1.5 0.2 0.0 0.0 0.1 3.1 HC Eons (g) 1 5 7 .3 0 1 0 16 CO Emissions (g) 25 154 205 51 13 18 16 482 Nox Emissions (g) 3 i C 27 7 1 3 2 63 Vehicles Entered 34 254 295 36 16 1 19 655 Vehicles Exited 34 253 294 36 16 1 19 653 Hourly Exit Rate 34 253 294 36 16 1 19 653 twA Volga 34 248 296 37 18 1 18 652 % of Volume 100 102 99 97 89 100 106 100 Denied Entry Before 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 5: Entrance & Blue Ridge Avenue Performance by movement iMJ14rd11E��t EBR NOL N8T SOrr A Total Delay (hr) 0.0 0.0 0.0 0.0 0.1 Det 1 Veh (s) 25 1.5 0.4 0.1 1.7 Total Stops 32 0 0 0 32 Tri Dist (rru) 1.3 3.3 0.6 0.3 5.5 Travel Time (hr) 0.1 0.2 0.0 0.0 0.4 Avg Speed (Mph) 14 15 18 25 15 Fuel Used (gal) 0.0 0.2 0.0 0.0 0.3 HC Em ote (go 0 2 2 0 3 CO Emissions (g) 5 72 36 1 114 NOx Err ws (g) 1 7 5 0 13 Vehicles Entered 32 60 11 4 107 Vd ides Exited 32 61 11 4 108 Hourly Exit Rate 32 61 11 4 108 tnpAVolume 33 62 11 4 110 % of Volume 97 98 100 100 98 Dente Entry lucre 0 0 0 0 0 Denied Entry After 0 0 0 0 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 6 SimTraffic Performance Report 2021 Build PM 11/1712014 Total Network Performance Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 Total Delay (hr) 0.4 Day t Veh (s) 2.3 Total Stops 83 Trate Dbt (m) 209.0 Travel Time (hr) 9.1 Avg Speed (mph) 23 Fuel Used (gal) 6.7 HIC Emmons (g) 34 CO Emissions (g) 1100 NOx En ions (g) 139 Vehicles Entered 656 Vehda Eked 553 Howdy Exit Rate 653 t V&M 1414 % of Volume 46 Denied Entry Bob* 0 Denied Entry After 0 Crozet Blue Ridge Apartment SimTraffic Report EPR Page 7 Queuing and Blocking Report 2021 Build PM 11/17/2014 Intersection: 2: Jarmans Gap Road & Blue Ridge Avenue �rlpvo fi# EE a SS Directions Served LT TR LR QMe (ft) 66 6 48 Average Queue (ft) 13 0 18 Vft► Queue (fQ 46 4 40 Link Distance (ft) 808 863 233 f3lk Tmm (%) Owing Pen* (veh) Queuing Penalty (veh) StoMe &W Dff4 Storage Blk Time (�) Que=9 Peng (VM) Intersection: 5: Entrance & Blue Ridge Avenue Mawerw i Directions Served LR LT Ma&um QueGe (ft) 51 12 Average Queue (ft) 20 1 95th Queue (ft) 47 7 Link Distance (ft) 212 233 LOm Bfk Time (%) Queuing Penalty (veh) $wrap BaY Dst (ft) Storage Blk Time (%) Owing Pen* (veh) Network Summary hietwt We Qum Penn 0 Crozet Blue Ridge Apartment EPR SimTraffic Report Page 8 EEPREPR, P,C. "ENGINEERING & PLANNING RESduRCES" 637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901 Attachment D Turn Lane Warrant Forms WAM&K FOR -TURN STORAGE Y Project: Crozet Blue Ridge Apartment Analysis Date: Intersection: Jarmans Gap Road/Blue Ridge Avenue Data Date: Approach Direction: Eastbound Projection Year: Peak Hour: AM Peak Peak Hour Left Turns (VJ: 8 vph Advancing Volume (VA): 186 vph (Eastbound Approach) Opposing Volume (Vo): 180 vph (Westbound Approach) Operating/Design Speed (V): 40 mph % Left Turns in VA (L): 5% (Calculated Value: 4.3%) Optional % Left Turn Override: (0' storage required based on chart) % Trucks in VL: 0% (0' additional storage for trucks) CONCLUSION: Na Left -Turn Lane Required WARRANT FOR LEFT -TURN STORAGE LANES ON 2 -LANE HIGHWAYS Figure 2 Crozet Blue Ridge Apartment - Jarmans Gap Road/Blue Ridge Avenue goo Grade, Unsignalized Intersections L = % Left Turns in VA 700 8 - Stomp Length Required Z CL 600 E V = 40 mph w f L=5% a 500 J a 400 Z O 300 IL O 200 0 7 100 0 0 200 400 600 800 1,000 VA ADVANCING VOLUME (VPH) AM Peak - Eastbound Source: Highway Research Record Number 211 - Figure 2 1,200 2014 2014 2015 Project: Crozet Blue Ridge Apartment mm Intersection: Jarmans Gap Road/Blue Ridge Avenue ' Approach Direction: . We� stbound Analysis Date: 2014 Peak Hour: AM Peak ' Data Date: 2014 PHV Right Turns: 10 ivph Projection Year: 2015 PHV Approach Total: 1 SO vph CONCLUSION: RIGHT -TURN RADIUS REQUIRED GUIDELINES FOR RIGHT -TURN TREATMENTS 2 -LANE HIGHWAYS Crozet Blue Ridge Apartment - Jarman Gap Road/Blue Ridge y 140 a 0 120 FULL -WIDTH TURN -1-41% REQkJIMI) m 100 u - t } sa Z ;'Apt F4Fr-?UIR;:r a 60 C - r , 40 ¢ RADIUS REOUI RED 20 - a X. , r+ 0 0 100 200 300 400 500 600 700 800 900 1000 PHV APPROACH TOTAL, vehicles per hour AM Peak - Westbound Source: VDOT Minimum Standards of Entrances to State Highways - Figure 5 Project: Crozet Blue Ridge Apartment Analysis Date: Intersection: Jarmans Gap Road/Blue Ridge Avenue Data Date: Approach Direction: Eastbound Projection Year: Peak Hour: PM Peak Peak Hour Left Turns (V!): 30 vph Advancing Volume (VA): 194 vph (Eastbound Approach) Opposing Volume (Vo): 254 vph (Westbound Approach) Operating/Design Speed (V): 40 mph % Left Turns in VA (L): 1150,6 (Calculated Value: 15.5%) Optional o Left Turn Override: (0' storage required based on chart) % Trucks in VL: 0% (0' additional storage for trucks) CONCLUSION: No Left -Turn Lane Required WARRANT FOR LEFT -TURN STORAGE LANES ON 2 -LAME HIGHWAYS Ficure 4 Crozet Blue Ridge Apartment - Jarmans Gap Road/Blue Ridge Avenue Gracie, Uniignalized Intersections L %Left Turns in VA ltd Length Required F �e h� i V = 40 mph L=15% i i 600 Boo 1,000 1,200 VA ADVANCING VOLUME (VPH) PM Peak - Eastbound Source: Highway Research Record Number 211 - Figure 4 2014 2014 2015 800 700 s 600 W � 500 s 4 400 300 0- O 200 el! in 7 Lar -c 100 Rewlmd 0 — 0 200 400 Gracie, Uniignalized Intersections L %Left Turns in VA ltd Length Required F �e h� i V = 40 mph L=15% i i 600 Boo 1,000 1,200 VA ADVANCING VOLUME (VPH) PM Peak - Eastbound Source: Highway Research Record Number 211 - Figure 4 2014 2014 2015 Project: Intersection: Approach Direction: Peak Hour: PHV Right Turns: PHV Approach Total 140 0 120 100 z 80 Z z 60 r 40 W 20 CL 0 L 0 Crozet Blue Ridge Apartment °Jarman Gap Road/Blue Ridge Avenue : Westbound ,PM Peak L 344 vph 254 vph CONCLUSION: RIGHT -TURN RADIUS REQUIRED Analysis Date: 2014 Data Date: 2014 Projection Year: 2015 GUIDELINES FOR RIGHT -TURN TREATMENTS 2 -LANE HIGHWAYS Crozet Blue Ridge Apartment - Jarman Gap Road/Blue Ridge TAPER REQUIRED �R RADIUS REWRED .4 FULL -WIDTH TUBI -LANE f EQUIRM 100 200 300 400 500 600 700 800 900 1000 PW APPROACH TOTAL, vehicles per hour PM Peak - Westbound Source: VDOT Minimum Standards of Entrances to State Highways - Figure 5 Project: Crozet Blue Ridge Apartment Analysis Date: Intersection: Jarmans Gap Road/Blue Ridge Avenue Data Date: Approach Direction: Eastbound Projection Year: Peak Hour: AM Peak Peak Hour Left Turns (VJ: 8 vph Advancing Volume (VA): 221 vph (Eastbound Approach) Opposing Volume (Vo): 21.3 . vph (Westbound Approach) Operating/Design Speed (V): 40 mph % Left Turns in VA (L): 5% (Calculated Value: 3.6%) Optional % Left Turn Override: (0' storage required based on chart) % Trucks in VL: 0% (0' additional storage for trucks) CONCLUSION: No Left -Turn Lane Re ulred WARRANT FOR LEFT -TURN STORAGE LANES ON 2 -LANE HIGHWAYS Figure 2 Crozet Blue Ridge Apartment - Jarmans Gap Road/Blue Ridge Avenue 800 Grade, Unsignalized Intersections L Q °% Laft Turns in VA 700 S=S"e Length Required 600 V = 40 mph 7 500 L=5% R y� O r ti > 400 a Z 300 O 200 Not- ,M 213 7 Lana 100 Acgwred t 0 0 200 400 600 Boo 1,000 1,200 V, ADVANCING VOLUME (VPH) AM Peak - Eastbound Source: Highway Research Record Number 211 - Figure 2 2014 2014 2021 GUKIEAJWSFOR HT Tim TREA ON 2-LAW LQQMAYS Project: `Crozet Blue Ridge Apartment Intersection: Jarmans Gap Road/Blue Ridge Avenue Approach Direction: ; Westbound ; Analysis Date: I Peak Hour: AM Peak Data Date: PHV Right Turns: 10- vph Projection Year: I PHV Approach Total: 213 Ivph 140 3 0 g 120 U) u 100 L m � 80 C6 2 M 60 r 40 CONCLUSION: RIGHT -TURN RADIUS REQUIRED GUIDELINES FOR RIGHT -TURN TREATMENTS 2 -LANE HIGHWAYS Crozet Blue Ridge Apartment - Jarman Gap Road/Blue Ridge _ lnE-�r4 ncc.tufr'c��r Ec RADIUS REOUIRED > 20 0 0 100 200 FULL -WIDTH TURN -LANE REQU 4ED 2014 2014 2021 300 400 500 600 700 800 900 1000 PHV APPROACH TOTAL, vehicles per hour AAA Peak - Westbound Source: VOOT Minimum Standards of Entrances to State Highways - Figure 5 Project: Crozet Blue Ridge Apartment Analysis Date: 2014 Intersection: Jarmans Gap Road/Blue Ridge Avenue Data Date: 2014 Approach Direction; Eastbound Projection Year: 2021 Peak Hour: PM Peak Peak Hour Left Turns (VJ: 31 vph Advancing Volume (VA): 227 vph (Eastbound Approach) Opposing Volume (Vo): 297 vph (Westbound Approach) Operating/Design Speed (V): 40 mph % Left Turns in VA (L): 15% (Calculated Value: 13.7%) Optional % Left Turn Override: (0' storage required based on chart) % Trucks in VL: 0% (0' additional storage for trucks) CONCLUSION: No Left -Turn Lane Required WARRANT FOR LEFT -TURN STORAGE LANES ON 2 -LANE HIGHWAYS Figure 4 Crozet Blue Ridge Apartment - Jarmans Gap Road/Blue Ridge Avenue 800 Grade, Unsignalized intersections L = % Left Turns in VA 700 S � Swap Length Required = IL 600 �� i V = 40 mph d' :3500 L = 15% 400 a O 300 200 L -•i -.a i 100 0 0 200 400 600 600 1,000 1,200 VA ADVANCING VOLUME (VPH) PM Peak - Eastbound Source: Highway Research Record Number 211 - Figure 4 Project: :Crozet Blue Ridge Apartment Intersection: ;Jarman Gap Road/Blue Ridge Avenue Approach Direction: Westbound Analysis Date: 2014 Peak Hour: PM Peak Data Date: 2014 PHV Right Turns: 34 ivph Projection Year: 2021 PHV Approach Total: 297 Jvph CONCLUSION: RIGHT -TURN RADIUS REQUIRED GUIDELINES FOR RIGHT -TURN TREATMENTS 2 -LANE HIGHWAYS Crozet Blue Ridge Apartment - Jarmans Gap Road/Blue Ridge 140 0 $ 120 FULL-WIDTHTURN-LANE REOU RM w 100 r 80"x_ TAPER REQUIRED F 60 40e ; RA01US REOUIRED /% r 20 Q. 0 k _ .... .. ,.--J 0 100 200 300 400 50o 600 700 800 900 1000 PHV APPROACH TOTAL, vehicles per hour PM Peak - Westbound Source: VDOT Minimum Standards of Entrances to State Highways - Figure 5