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HomeMy WebLinkAbout02-22 Traffic Impact AnalysisPrepared for: R&J Land Development, LLC 1631 Redbud Road Winchester, VA 22603 Prepared by: Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 Traffic Impact Study Dollar General Clear Brook, Frederick County, VA February 9, 2022 2/9/22 Table of Contents ...................................................................................................................................................................... 0 February 5, 2022 ....................................................................................................................................... 0 Executive Summary ....................................................................................................................................... 3 Introduction and Background Information ................................................................................................... 1 Project Location and Description .............................................................................................................. 1 Non-existent transportation Improvements ............................................................................................ 2 TIA Scoping ................................................................................................................................................ 2 Study Area ................................................................................................................................................. 2 Existing Roadway Description ................................................................................................................... 3 Nearby Land Uses ..................................................................................................................................... 3 Comprehensive Plan ............................................................................................................................. 3 Zoning.................................................................................................................................................... 5 VDOT Functional Classification ................................................................................................................. 6 Multi-Modal Access .................................................................................................................................. 7 Future Transportation Improvements ...................................................................................................... 7 Analysis of Existing Conditions ...................................................................................................................... 8 Existing Traffic Operations ........................................................................................................................ 8 Intersection Level of Service Criteria ............................................................................................................ 8 Assessment of the Existing Conditions: .................................................................................................... 8 Analysis of Future Conditions Without Development (Background) .......................................................... 10 Traffic Growth ......................................................................................................................................... 10 Assessment of Traffic Operations without the Development ................................................................ 10 Site Trip Generation .................................................................................................................................... 12 Pass-By Trips ............................................................................................................................................... 12 Site Traffic Distribution and Assignment .................................................................................................... 12 Analysis of Future Conditions with the Development (Build-out) .............................................................. 14 Site Entrances ......................................................................................................................................... 14 Assessment of Traffic Operations with the Development ...................................................................... 15 Design Year Traffic Operations with Development and Mitigation ............................................................ 16 Traffic Growth ......................................................................................................................................... 16 Traffic Operations ................................................................................................................................... 16 Conclusions and Recommendations ........................................................................................................... 18 Executive Summary This Traffic Impact Analysis evaluates the transportation impacts resulting from the development of a 1.44-acre site for a 12,480 SF Dollar General store in Frederick County, Virginia. The site is on the west side of Route 11, approximately 0.4 miles north of Clear Brook, VA. The property of which the proposed rezoning parcel is a part, was rezoned to B-3 in 2006 with rezoning RZ# 01-06. That rezoning proffered to limit the combined floor area on the property to 128,000 SF, with no more than 8,000 SF of that area used for a restaurant (SIC 581). Approximately 24,000 SF of floor area is in place and operational on the site with a B3 use. The requested rezoning will convert 12,480 SF of the remaining 103,520 SF to a B2 use, General Merchandise Store The proposed development consists of a 12,480 SF variety store on 1.44 acres. A single site entrance will connect to Jeff's Way. Traffic associated with the development will use Route 11 to travel north and south. This engineer believes that the transportation impacts of this rezoning are both manageable and acceptable for this project setting with the implementation of these recommended improvements. Additionally, with the modifications suggested in this TIA, the study intersections can accommodate traffic from this site development. Introduction and Background Information Page | 1 Introduction and Background Information Project Location and Description This project involves constructing 12,480 square foot variety store on 1.2 acres in Clear Brook, Frederick County, VA. The project is west of Route 11, east of I-81, and south of Cedar Hill Rd (Route 671). Access to the site will be from Jeff's Way. Figure 1 shows the location of the project. Figure 1 Project Location Map The property of which the proposed rezoning parcel is a part, was rezoned to B-3 in 2006 with rezoning RZ# 01-06. That rezoning proffered to limit the combined floor area on the property t0 128,000 SF, with no more than 8,000 SF of that area used for a restaurant (SIC 581). Approximately 24,000 SF of floor Project Location Introduction and Background Information Page | 2 area is in place and operational on the site with a B3 use. The requested rezoning will convert 12,480 SF of the remaining 103,520 SF to a B2 use, General Merchandise Store. Non-existent transportation Improvements A review of the VDOT Six-Year Improvement Plan and the Smart Scale Dashboard did not show any active projects for this area. TIA Scoping A Traffic Study Pre-Scope of Work meeting was held with VDOT on December 14th, 2021. A VDOT Chapter 527/870 traffic study is not required for the proposed land use application since the proposed trips are not more than the 5,000 vpd volume threshold. A copy of the final scoping document is included in Appendix A. Study Area The study area for this analysis includes the existing intersection of route 11 and Jeff's Way. Figure 2 shows the study area reference numbers of the intersection studied in this analysis. Figure 2 Traffic data collection and study intersection locations n Map Source: Frederick County GIS 24 hr count 1 Exit 321 T.M. count Introduction and Background Information Page | 3 Existing Roadway Description The public street network in the vicinity of the site is summarized below, with the existing characteristics and road functional classifications (same for VDOT and County): • US Route 11 (Martinsburg Pike) is a 2-lane highway from its intersection with Brucetown Road to the north of Jeff's Way, at which point it transitions to two northbound lanes and one southbound lane. A southbound right turn lane and a northbound left-turn lane are in place. The roadway has a shoulder and ditch typical section through the study area. The VDOT average annual weekday traffic volume (AAWDT) on this section of Route 11 was 7,500 in 2019. The posted speed limit through this area is 45 mph. • Jeff's Way (private street) is a two-lane road on the west side of Route 11. The pavement is 24 feet wide with gravel shoulders. There was no observed posted speed limit. Nearby Land Uses The site is bounded by Route 11 to the east, undeveloped land, and I-81 to the west. To the north is more undeveloped land with sparse residential units, and to the south is more undeveloped land. Comprehensive Plan The 2035 Frederick County Comprehensive Plan envisions the land use for business, as shown in Figure 3. Introduction and Background Information Page | 4 Figure 3 2035 Frederick County Comprehensive Plan Land Use Project Location Introduction and Background Information Page | 5 Zoning The current zoning on the site is B3, transitional business. See Figure 5. Figure 4 Zoning Map Project Location Introduction and Background Information Page | 6 VDOT Functional Classification The VDOT Functional Plan for this portion of Frederick County is shown in Figure 5, which shows Route 11 (Martinsburg Pike) as a "Major Collector" in the vicinity of the study area. The functional designation establishes the VDOT Access Management requirements for median crossovers and traffic control. Figure 5 Approved Roadway Functional Classification Map Project Location Introduction and Background Information Page | 7 Multi-Modal Access The existing roadway network does not include continuous pedestrian access. Bike lanes are not included in the existing roadway typical sections. Future Transportation Improvements As stated earlier in this section, A review of the VDOT Six-Year Improvement Plan and the Smart Scale Dashboard did not show any active projects for this area. Analysis of Existing Conditions Page | 8 Analysis of Existing Conditions Existing Traffic Operations Traffic counts were taken on Wednesday, January 12th, 2022, from 6:00 AM to 9:00 AM and from 3:00 PM to 6:00 PM to identify the peak traffic volume hours. The morning peak hour occurs from 7:00 AM to 8:00 AM, and the evening peak hour is from 4:45 PM to 5:45 PM. The traffic count data is included in Appendix B. The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 6 and 7. The approach LOS for the stop-controlled leg of the unsignalized intersection is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM mode are from Synchro 11. The Synchro calculation worksheets are in Appendix C. Intersection Level of Service Criteria The Highway Capacity Manual methodologies for intersection and roadways Levels of Service (LOS) were used to measure the performance of the study intersections. LOS measures vehicle operator delays with the overall driving experience through a particular facility. Performance is quantified with designations of LOS 'A' through 'F' based on the average control delay (given in seconds per vehicle) per lane group and the overall intersection. These LOS designations describe the performance of the intersection from the motorist's perspective, with LOS 'A' representing free-flowing conditions and LOS' F' representing congested conditions. Delay is the additional travel time experienced by a driver, passenger, or pedestrian. Control delay results when a traffic control device (such as a traffic signal) causes a lane group to reduce speed or stop; it is measured compared to an uncontrolled condition. A LOS "C" is preferred for rural conditions. Assessment of the Existing Conditions: • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at LOS of "A" in the AM and PM peak hours. Analysis of Existing Conditions Page | 9 Table 1 2022 Existing Level of Service, Delay, and Back of Queue (95%) AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 2 (0) 315 (241) 0 (0) 8 (5) 6,940 3 (3) 132(431) 1 Jeff’s Way Route 11 B (A) A (A) LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.0 0 A 7.8 0 NB LOS -A 0.4 -A 0.1 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 10.2 25 A 9.9 25 EB LOS -B 10.2 -A 9.9 - Overall -0.4 --0.3 - - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. Lane/Approach#Intersection Traffic Control/ Mitigation AM Peak Hour PM Peak Hour Storage Lengths (ft) 1 Jeff's Way & Route 11 Unsignalized Figure 5 Existing Traffic Volumes Figure 6 Existing Levels of Service and Lane Configurations Analysis of Background Conditions Page | 10 Analysis of Future Conditions Without Development (Background) The 2023 traffic volumes represent the future traffic volumes in the study area. The traffic volumes have increased because of land-use changes and regional growth without the proposed Dollar General store. The parent parcel of land was rezoned in 2006 to B3 zoning. With that rezoning, PHR&A provided a traffic study with an addendum dated 2/13/06, which provides the trip generation rates for the proposed 16.9-acre development. A portion of the forecasted development is in place and operational today. The remaining undeveloped land is included in the background traffic volumes and analysis. See Table 2. Table 2 Background trips for undeveloped R&J lands The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 7 and 8. The LOS by lane group, approach, overall grade, and back of queue values for each of the study intersections for the weekday AM and PM peak hours in background conditions are shown in Table 2. For the unsignalized intersections, the approach LOS for the stop-controlled leg is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM mode are from Synchro 11. The Synchro calculation worksheets are in Appendix C. Traffic Growth Traffic volumes in the background scenario are increased at an annual rate of 1%. This growth rate is considered conservative. • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at a LOS of "A" in the AM and PM peak hours. enter exit Total enter exit Total GA Heavy Industrial (LU 120)1000 SQ FT 120 54 7 61 3 20 23 180 H-T Restaurant (LU 932)1000 SQ FT 8 48 44 92 53 34 87 1017 Total 102 51 153 56 54 110 1197 GA Heavy Industrial (LU 120)1000 SQ FT 24 11 1 12 1 4 5 36 H-T Restaurant (LU 932)1000 SQ FT 0 0 0 0 0 0 0 0 Total -11 -1 -12 -1 -4 -5 -36 Remaining Background Trips 91 50 141 55 50 105 1161 Units AmountLand Use Trips approved with Rezoning RZ#01-06Portion of Land Use completeAM PM ADT Analysis of Background Conditions Page | 11 Table 3 2023 No-Build Level of Service, Delay, and Back of Queue (95%) AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 11 (6) 318 (243) 5 (5) 53 (50) 7,970 85 (53) 133(435) 1 Jeff’s Way Route 11 B (A) A (A) LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.7 25 A 8.0 0 NB LOS -A 5.0 -A 0.8 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 11.8 25 B 11.6 25 EB LOS -B 11.8 -B 11.6 - Overall -3.8 --2.3 - 1 Jeff's Way & Route 11 Unsignalized - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. #Intersection Traffic Control/ Mitigation Lane/Approach PM Peak Hour Storage Lengths (ft) AM Peak Hour Figure 7 No-Build Traffic Volumes Figure 8 No-Build Levels of Service and Lane Configurations Site Traffic Distribution and Assignment Page | 12 Site Trip Generation Trip generation for the site is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The trip generation values for a Land Use 814, Variety Store are summarized in Table 4. Table 4 Site Trip Generation Source: ITE Trip Generation Manual, 11th Edition Pass-By Trips Pass-by trip reductions consider site trips drawn from the existing traffic stream on an adjacent street, recognizing that trips drawn to a site would otherwise already traverse the adjacent street regardless of the site's existence. For this project, a northbound vehicle on Route 11 that patronizes the Dollar General and continues north upon completing their store visit is considered a pass-by trip. The ITE Trip Generation Handbook gives a pass-by rate of 34% for land use 814 Variety Store. Site Traffic Distribution and Assignment Trips generated by the development are distributed with 40% to the north and 60% to the south. Trip distributions for the development generated trips, and the pass-by trips are shown in Figures 9, 10, and 11. enter exit Total enter exit Total Enter Exit Total Variety Store (814)1000 SQ FT 12 20 16 36 41 39 80 382 382 764 Pass-By Trips 6 6 12 14 13 27 Total 20 16 36 41 39 80 382 382 764 Units AmountLand Use AM PM ADT Site Traffic Distribution and Assignment Page | 13 Figure 9 Distribution of Development Trips AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 9 (12) 6 (10) 10 (15) 13 (17) 1 Jeff’s Way Route 11 3 (4) -3 (-4) 4 (6) 3 (4) 4 (6) -4 (-6) Figure 10 Development Generated Traffic Volumes Figure 11 Pass by Traffic Volumes Analysis of Future conditions with Mitigation Page | 14 Analysis of Future Conditions with the Development (Build- out) The analysis of the 2023 Build-out condition represents the future traffic volumes in the study area with the 12,480 SF store fully operational. The traffic volumes for this analysis were computed by adding the new trips to the background traffic volumes and removing trips corresponding with 12,480 SF of heavy industrial land use from the same. Site Entrances The proposed development will have a single entrance connecting to Jeff's Way. See Figure 12 for the proposed site layout. Figure 12 Proposed Site Layout Analysis of Future conditions with Mitigation Page | 15 Assessment of Traffic Operations with the Development The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 13 and 14. The LOS by lane group, approach, and overall grade and back of queue values for each of the study intersections for the weekday AM and PM peak hours in build-out conditions is shown in Table 4. For the unsignalized intersections, the approach LOS for the stop-controlled leg is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM made are from Synchro 11. The Synchro calculation worksheets are in Appendix C The effects of the development without mitigating measures are summarized below: • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at a LOS of "A" in the AM and PM peak hours. Table 5 Build-out Level of Service, Delay, and 95% Queue Length 1 Jeff’s Way Route 11 B (B) A (A) 1 Jeff’s Way Route 11 22 (21) 318 (243) 14 (21) 61 (65) 94 (71) 133(435) 8,305 LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.3 0 A 8.1 0 NB LOS -A 3.4 -A 1.1 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 11.9 25 B 13.8 50 EB LOS -B 11.9 -B 13.8 - Overall -2.6 --3.4 - 1 Jeff's Way & Route 11 Unsignalized - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. PM Peak Hour Storage Lengths (ft) AM Peak Hour #Intersection Traffic Control/ Mitigation Lane/Approach Figure 13 Build-out Traffic Volumes Figure 14 Build-out Levels of Service and Lane Configurations Design Year Traffic Operations with Development and Mitigation Page | 16 Design Year Traffic Operations with Development The 2029 Design Year condition analysis represents the future traffic volumes in the study area, with the development fully operational six years after its opening. The turning movement data for the AM and PM peak hours, with the intersection Level of Service (LOS) by approach, are summarized in Figures 15 and 16. The LOS by lane group, approach, and overall grade and back of queue values for each of the study intersections for the weekday AM and PM peak hours in design year conditions is shown in Table 5. For the unsignalized intersections, the approach LOS for the stop-controlled leg is shown, and only conflicted movements are assigned a LOS. Capacity calculations in HCM mode are from Synchro 11. The Synchro calculation worksheets are in Appendix C. Traffic Growth Traffic volumes in the Design Year scenario have been increased at an annual rate of 1%. Traffic Operations • The unsignalized intersection of Jeff's Way and Route 11 has all conflicting movements operating satisfactorily. The stop condition operates at a LOS of" B" in the AM peak hour and LOS "A" in the PM peak hour. The northbound left-turn lane operates at a LOS of "A" in the AM and PM peak hours. AM Peak Hour (PM Peak Hour) 1 Jeff’s Way Route 11 24 (22) 338 (258) 15 (22) 65 (69) 8,815 100 (75) 142(462) 1 Jeff’s Way Route 11 B (B) A (A) Figure 15 Design Year Traffic Volumes Figure 16 Design Year Levels of Service and Lane Configurations Design Year Traffic Operations with Development and Mitigation Page | 17 Table 6 Design Year level of Service, Delay, and 95% Queue Length LOS Delay (sec/veh) Back of Queue (ft)LOS Delay (sec/veh) Back of Queue (ft) NT ------ NL 450 A 8.4 0 A 8.2 0 NB LOS -A 3.5 -A 1.1 - SR 175 ------ ST ------- SB LOS ------- EB/R/L -B 12.3 25 B 14.7 50 EB LOS -B 12.3 -B 14.7 - Overall -2.7 --3.6 - 1 Jeff's Way & Route 11 Unsignalized - EB = Eastbound, WB =Westbound, NB = Northbound, SB = Southbound, L: Left, T: Thru, R: Right - Storage lengths include half the taper. #Intersection Traffic Control/ Mitigation Lane/Approach PM Peak Hour Storage Lengths (ft) AM Peak Hour Conclusions and Recommendations Page | 18 Conclusions and Recommendations This Traffic Impact Analysis has been prepared to evaluate the transportation impacts resulting from the development of a 1.44-acre site for a 12,480 SF Dollar General store in Frederick County, Virginia. The site is located on the west side of Route 11, approximately 0.4 miles north of Clear Brook, VA. The property of which the proposed rezoning parcel is a part, was rezoned to B-3 in 2006 with rezoning RZ# 01-06. That rezoning proffered to limit the combined floor area on the property t0 128,000 SF, with no more than 8,000 SF of that area used for a restaurant (SIC 581). Approximately 24,000 SF of floor area is in place and operational on the site with a B3 use. The requested rezoning will convert 12,480 SF of the remaining 103,520 SF to a B2 use, General Merchandise Store The proposed development consists of a 12,480 SF variety store on 1.44 acres. A single site entrance will connect to Jeff's Way. Traffic associated with the development will use Route 11 to travel north and south. This engineer believes that the transportation impacts of this rezoning are both manageable and acceptable for this project setting with the implementation of these recommended improvements. Additionally, with the modifications suggested in this TIA, the study intersections can accommodate traffic from this site development. Appendix A Pre-Scope of Work Meeting Form SCOPING INFORMATION Traffic Impact Analysis for R & J Development Rezoning November 30, 2021 Prepared by Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 rev. 12/16/21 R & J D e v e l o p m e n t Area: 2 . 7 1 a c r e s PROJECT LOCATIONR & J DevelopmentClear Brook, VA It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. PRE-SCOPE OF WORK MEETING FORM Information on the Project Traffic Impact Analysis Base Assumptions The applicant is responsible for entering the relevant information and submitting the form to VDOT and the locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline, the scope of work meeting may be postponed. Contact Information Consultant Name: Tele: E-mail: Stowe Engineering - Tim Stowe 540.686.7373 timstowe@stowecompanies.com Developer/Owner Name: Tele: E-mail: R&J Development 540.686.7373 timstowe@stowecompanies.com Project Information Project Name: Dollar General store Locality/County: Frederick Co Project Location: (Attach regional and site specific location map) Martinsburg Pike (Rte 11) and Jeff's Way Submission Type Comp Plan Rezoning Site Plan Subd Plat Project Description: (Including details on the land use, acreage, phasing, access location, etc. Attach additional sheet if necessary) construction of 12,000 sq ft variety store Proposed Use(s): (Check all that apply; attach additional pages as necessary) Residential Commercial Mixed Use Other Residential Uses(s) Number of Units: ITE LU Code(s): Commercial Use(s) ITE LU Code(s): 814 Square Ft or Other Variable: 12,000 SF Other Use(s) ITE LU Code(s): Independent Variable(s): Total Peak Hour Trip Projection: Less than 100 100 – 499 500 – 999 1,000 or more It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Traffic Impact Analysis Assumptions Study Period Existing Year: 2021 Build-out Year: 2022 Design Year: 2027 Study Area Boundaries (Attach map) North: Cedar Hill Rd (Rte 671) South: W&W Railroad crossing East: Route 11 West: Route 11 External Factors That Could Affect Project (Planned road improvements, other nearby developments) none Consistency With Comprehensive Plan (Land use, transportation plan) Yes Available Traffic Data (Historical, forecasts) VDOT published traffic data Trip Distribution (Attach sketch) Road Name: see attachment Road Name: Road Name: Road Name: Annual Vehicle Trip Growth Rate: 1.0% Peak Period for Study (check all that apply) AM PM SAT Peak Hour of the Generator Study Intersections and/or Road Segments (Attach additional sheets as necessary) 1.Rte 11 and Jeff's Way (entrance) 6. 2. 7. 3. 8. 4. 9. 5. 10. Trip Adjustment Factors Internal allowance: Yes No Reduction: % trips Pass-by allowance: Yes No Reduction: per ITE% trips Software Methodology Synchro HCS (v.2000/+) aaSIDRA CORSIM Other Traffic Signal Proposed or Affected (Analysis software to be used, progression speed, cycle length) no adverse impacts expected due to the low volume of traffic being generated. It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Improvement(s) Assumed or to be Considered none Background Traffic Studies Considered none Plan Submission Master Development Plan (MDP) Generalized Development Plan (GDP) Preliminary/Sketch Plan Other Plan type (Final Site, Subd. Plan) Additional Issues to be Addressed Queuing analysis Actuation/Coordination Weaving analysis Merge analysis Bike/Ped Accommodations Intersection(s) TDM Measures Other NOTES on ASSUMPTIONS: 1. entrance for the Dollar General should be aligned wioth the Pine Knoll Construction entrance to the extent possible. 2. Wheel tracking/truck turning movements should be considered. 3. Present evidence of downzoning/traffic reduction from B3 most intense use to this use SIGNED: _________________________________ DATE: ______________ Applicant or Consultant PRINT NAME: _____________________________ Applicant or Consultant 12/16/21 Tim Stowe It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. R & J D e v e l o p m e n t Area: 2 . 7 1 a c r e s AM & PM Peak Hr Count 24 HR classified Count TRAFFIC COUNT LOCATIONSR & J DevelopmentClear Brook, VA R & J D e v e l o p m e n t Area: 2 . 7 1 a c r e s 40% 60%TRAFFIC DISTRIBUTIONR & J DevelopmentClear Brook, VA Appendix B Traffic Count Data File Name : 1253.0 R+J Rezoning AM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 1 Groups Printed- Cars - Med Trucks - Hvy Trucks Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 06:00 AM 0 46 0 46 0 0 0 0 0 22 0 22 1 0 0 1 69 06:15 AM 0 46 0 46 0 0 0 0 0 27 2 29 0 0 0 0 75 06:30 AM 0 69 0 69 0 0 0 0 0 22 2 24 2 0 0 2 95 06:45 AM 1 51 0 52 0 0 0 0 0 33 3 36 1 0 0 1 89 Total 1 212 0 213 0 0 0 0 0 104 7 111 4 0 0 4 328 07:00 AM 0 74 0 74 0 0 0 0 0 33 0 33 2 0 0 2 109 07:15 AM 1 76 0 77 0 0 0 0 0 40 1 41 1 0 0 1 119 07:30 AM 0 85 0 85 0 0 0 0 0 24 2 26 4 0 0 4 115 07:45 AM 1 80 0 81 0 0 0 0 0 35 0 35 1 0 0 1 117 Total 2 315 0 317 0 0 0 0 0 132 3 135 8 0 0 8 460 08:00 AM 0 46 0 46 0 0 0 0 0 31 3 34 0 0 0 0 80 08:15 AM 1 66 0 67 0 0 0 0 0 32 0 32 1 0 0 1 100 08:30 AM 0 60 0 60 0 0 0 0 0 37 1 38 0 0 0 0 98 08:45 AM 0 55 0 55 0 0 0 0 0 34 0 34 0 0 0 0 89 Total 1 227 0 228 0 0 0 0 0 134 4 138 1 0 0 1 367 Grand Total 4 754 0 758 0 0 0 0 0 370 14 384 13 0 0 13 1155 Apprch %0.5 99.5 0 0 0 0 0 96.4 3.6 100 0 0 Total %0.3 65.3 0 65.6 0 0 0 0 0 32 1.2 33.2 1.1 0 0 1.1 Cars 4 718 0 722 0 0 0 0 0 332 13 345 11 0 0 11 1078 % Cars 100 95.2 0 95.3 0 0 0 0 0 89.7 92.9 89.8 84.6 0 0 84.6 93.3 Med Trucks 0 24 0 24 0 0 0 0 0 25 1 26 1 0 0 1 51 % Med Trucks 0 3.2 0 3.2 0 0 0 0 0 6.8 7.1 6.8 7.7 0 0 7.7 4.4 Hvy Trucks 0 12 0 12 0 0 0 0 0 13 0 13 1 0 0 1 26 % Hvy Trucks 0 1.6 0 1.6 0 0 0 0 0 3.5 0 3.4 7.7 0 0 7.7 2.3 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 File Name : 1253.0 R+J Rezoning AM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 2 Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 06:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 74 0 74 0 0 0 0 0 33 0 33 2 0 0 2 109 07:15 AM 1 76 0 77 0 0 0 0 0 40 1 41 1 0 0 1 119 07:30 AM 0 85 0 85 0 0 0 0 0 24 2 26 4 0 0 4 115 07:45 AM 1 80 0 81 0 0 0 0 0 35 0 35 1 0 0 1 117 Total Volume 2 315 0 317 0 0 0 0 0 132 3 135 8 0 0 8 460 % App. Total 0.6 99.4 0 0 0 0 0 97.8 2.2 100 0 0 PHF .500 .926 .000 .932 .000 .000 .000 .000 .000 .825 .375 .823 .500 .000 .000 .500 .966 Cars 2 306 0 308 0 0 0 0 0 118 3 121 8 0 0 8 437 % Cars 100 97.1 0 97.2 0 0 0 0 0 89.4 100 89.6 100 0 0 100 95.0 Med Trucks 0 5 0 5 0 0 0 0 0 5 0 5 0 0 0 0 10 % Med Trucks 0 1.6 0 1.6 0 0 0 0 0 3.8 0 3.7 0 0 0 0 2.2 Hvy Trucks 0 4 0 4 0 0 0 0 0 9 0 9 0 0 0 0 13 % Hvy Trucks 0 1.3 0 1.3 0 0 0 0 0 6.8 0 6.7 0 0 0 0 2.8 Route 11 Jeff's Way Private Drive Route 11 Right 2 0 0 2 Thru 306 5 4 315 Left 0 0 0 0 InOut Total 118 308 426 5 5 10 9 4 13 132 449 317 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 Left 3 0 0 3 Thru 118 5 9 132 Right 0 0 0 0 Out TotalIn 314 121 435 5 5 10 4 9 13 323 458 135 Left0 0 0 0 Thru0 0 0 0 Right8 0 0 8 TotalOutIn5 8 13 0 0 0 0 0 0 5 13 8 Peak Hour Begins at 07:00 AM Cars Med Trucks Hvy Trucks Peak Hour Data North Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 File Name : 1253.0 R+J Rezoning AM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 3 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 File Name : 1253.0 R+J Rezoning PM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 1 Groups Printed- Cars - Med Trucks - Hvy Trucks Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 03:00 PM 0 42 0 42 0 0 0 0 0 66 0 66 1 0 0 1 109 03:15 PM 0 52 0 52 0 0 0 0 0 83 0 83 0 0 0 0 135 03:30 PM 0 63 0 63 0 0 0 0 0 85 1 86 0 0 0 0 149 03:45 PM 0 53 0 53 0 0 0 0 0 112 1 113 1 0 1 2 168 Total 0 210 0 210 0 0 0 0 0 346 2 348 2 0 1 3 561 04:00 PM 0 47 0 47 0 0 0 0 0 115 0 115 1 0 0 1 163 04:15 PM 0 57 0 57 0 0 0 0 0 99 1 100 0 0 0 0 157 04:30 PM 0 60 0 60 0 0 0 0 0 92 1 93 1 0 0 1 154 04:45 PM 0 47 0 47 0 0 0 0 0 122 2 124 1 0 0 1 172 Total 0 211 0 211 0 0 0 0 0 428 4 432 3 0 0 3 646 05:00 PM 0 73 0 73 0 0 0 0 0 111 0 111 4 0 0 4 188 05:15 PM 0 51 0 51 0 0 0 0 0 104 0 104 0 0 0 0 155 05:30 PM 0 70 0 70 0 0 0 0 0 94 1 95 0 0 0 0 165 05:45 PM 0 42 0 42 0 0 0 0 0 98 0 98 0 0 0 0 140 Total 0 236 0 236 0 0 0 0 0 407 1 408 4 0 0 4 648 Grand Total 0 657 0 657 0 0 0 0 0 1181 7 1188 9 0 1 10 1855 Apprch %0 100 0 0 0 0 0 99.4 0.6 90 0 10 Total %0 35.4 0 35.4 0 0 0 0 0 63.7 0.4 64 0.5 0 0.1 0.5 Cars 0 639 0 639 0 0 0 0 0 1147 4 1151 8 0 1 9 1799 % Cars 0 97.3 0 97.3 0 0 0 0 0 97.1 57.1 96.9 88.9 0 100 90 97 Med Trucks 0 10 0 10 0 0 0 0 0 21 2 23 1 0 0 1 34 % Med Trucks 0 1.5 0 1.5 0 0 0 0 0 1.8 28.6 1.9 11.1 0 0 10 1.8 Hvy Trucks 0 8 0 8 0 0 0 0 0 13 1 14 0 0 0 0 22 % Hvy Trucks 0 1.2 0 1.2 0 0 0 0 0 1.1 14.3 1.2 0 0 0 0 1.2 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 File Name : 1253.0 R+J Rezoning PM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 2 Route 11 From North Private Drive From East Route 11 From South Jeff's Way From West Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 03:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 47 0 47 0 0 0 0 0 122 2 124 1 0 0 1 172 05:00 PM 0 73 0 73 0 0 0 0 0 111 0 111 4 0 0 4 188 05:15 PM 0 51 0 51 0 0 0 0 0 104 0 104 0 0 0 0 155 05:30 PM 0 70 0 70 0 0 0 0 0 94 1 95 0 0 0 0 165 Total Volume 0 241 0 241 0 0 0 0 0 431 3 434 5 0 0 5 680 % App. Total 0 100 0 0 0 0 0 99.3 0.7 100 0 0 PHF .000 .825 .000 .825 .000 .000 .000 .000 .000 .883 .375 .875 .313 .000 .000 .313 .904 Cars 0 235 0 235 0 0 0 0 0 420 1 421 4 0 0 4 660 % Cars 0 97.5 0 97.5 0 0 0 0 0 97.4 33.3 97.0 80.0 0 0 80.0 97.1 Med Trucks 0 2 0 2 0 0 0 0 0 7 1 8 1 0 0 1 11 % Med Trucks 0 0.8 0 0.8 0 0 0 0 0 1.6 33.3 1.8 20.0 0 0 20.0 1.6 Hvy Trucks 0 4 0 4 0 0 0 0 0 4 1 5 0 0 0 0 9 % Hvy Trucks 0 1.7 0 1.7 0 0 0 0 0 0.9 33.3 1.2 0 0 0 0 1.3 Route 11 Jeff's Way Private Drive Route 11 Right 0 0 0 0 Thru 235 2 4 241 Left 0 0 0 0 InOut Total 420 235 655 7 2 9 4 4 8 431 672 241 Right0 0 0 0 Thru0 0 0 0 Left0 0 0 0 OutTotalIn0 0 0 0 0 0 0 0 0 0 0 0 Left 1 1 1 3 Thru 420 7 4 431 Right 0 0 0 0 Out TotalIn 239 421 660 3 8 11 4 5 9 246 680 434 Left0 0 0 0 Thru0 0 0 0 Right4 1 0 5 TotalOutIn1 4 5 1 1 2 1 0 1 3 8 5 Peak Hour Begins at 04:45 PM Cars Med Trucks Hvy Trucks Peak Hour Data North Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 File Name : 1253.0 R+J Rezoning PM Peak Hr at ent Site Code : 00000000 Start Date : 1/12/2022 Page No : 3 Stowe Engineering, PLC 103 Heath Court Winchester, VA 22602 Description: US 11 between Brucetown Rd & Jeffs Way Lattitude: 39.25954 County: Frederick County, VA Longitude: -78.094842 Wednesday, 1/12/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 1 2294 857 21 36 22 5 22 48 1 0 0 0 0 2 3309 Percentages 0.03%69.33%25.90%0.63%1.09%0.66%0.15%0.66%1.45%0.03%0.00%0.00%0.00%0.00%0.06%100.00% Thursday, 1/13/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 0 2352 958 27 37 32 2 25 39 4 0 0 0 0 0 3476 Percentages 0.00%67.66%27.56%0.78%1.06%0.92%0.06%0.72%1.12%0.12%0.00%0.00%0.00%0.00%0.00%100.00% ADT=7110 Speed Limit=45.00 MPH The Traffic Group, Inc. (800) 583-8411 www.trafficgroup.com 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000220 Station Num:000000003000 County: Frederick County, Virginia Start Date/Time:01-12-2022 00:00 End Date/Time:01-12-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 00:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 01:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 01:30 0 3 0 0 0 1 0 0 1 0 0 0 0 0 0 5 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:15 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 02:30 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 02:45 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:15 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:30 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 7 03:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 04:00 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 5 04:15 0 8 2 0 0 0 0 0 3 0 0 0 0 0 0 13 04:30 0 11 8 0 0 0 0 0 0 0 0 0 0 0 0 19 04:45 0 9 8 0 0 0 0 0 0 0 0 0 0 0 0 17 05:00 0 18 7 0 1 1 0 0 0 0 0 0 0 0 0 27 05:15 0 23 10 0 0 0 0 0 0 0 0 0 0 0 0 33 05:30 0 34 10 1 0 0 0 0 0 0 0 0 0 0 0 45 05:45 0 19 6 0 0 1 0 0 0 0 0 0 0 0 0 26 06:00 0 33 14 0 0 0 0 0 2 0 0 0 0 0 0 49 06:15 0 32 13 1 0 1 0 0 0 0 0 0 0 0 0 47 06:30 0 41 22 1 3 1 0 1 1 0 0 0 0 0 0 70 06:45 0 32 15 1 1 1 0 0 2 0 0 0 0 0 0 52 07:00 0 49 26 0 1 0 0 1 0 0 0 0 0 0 0 77 07:15 0 50 18 2 2 0 0 0 1 0 0 0 0 0 0 73 07:30 0 65 25 0 1 0 0 0 0 0 0 0 0 0 0 91 07:45 0 65 15 0 0 0 0 1 1 0 0 0 0 0 0 82 08:00 0 30 13 0 1 2 0 0 0 0 0 0 0 0 0 46 08:15 0 38 24 2 0 0 0 1 1 0 0 0 0 0 0 66 08:30 0 44 14 0 1 1 0 0 0 0 0 0 0 0 0 60 08:45 0 39 12 1 1 0 0 0 1 0 0 0 0 0 0 54 09:00 1 37 13 0 2 1 0 0 1 0 0 0 0 0 0 55 09:15 0 24 17 0 1 1 0 2 1 0 0 0 0 0 0 46 09:30 0 29 13 0 0 0 0 0 0 0 0 0 0 0 0 42 09:45 0 37 12 1 1 1 1 1 2 0 0 0 0 0 0 56 10:00 0 30 16 0 2 1 0 1 0 0 0 0 0 0 0 50 10:15 0 28 12 0 1 0 1 2 1 0 0 0 0 0 0 45 10:30 0 32 15 2 0 0 3 0 0 0 0 0 0 0 0 52 10:45 0 23 14 0 2 0 0 2 2 1 0 0 0 0 0 44 11:00 0 32 8 1 0 0 0 2 0 0 0 0 0 0 0 43 11:15 0 23 21 0 0 0 0 0 1 0 0 0 0 0 1 46 11:30 0 35 17 0 0 0 0 0 0 0 0 0 0 0 0 52 11:45 0 26 15 0 0 1 0 0 0 0 0 0 0 0 0 42 12:00 0 21 12 0 0 0 0 0 0 0 0 0 0 0 0 33 12:15 0 37 20 1 2 0 0 0 0 0 0 0 0 0 0 60 12:30 0 43 15 0 0 1 0 1 0 0 0 0 0 0 0 60 12:45 0 41 11 0 2 0 0 1 2 0 0 0 0 0 0 57 13:00 0 38 20 0 0 0 0 1 1 0 0 0 0 0 0 60 13:15 0 33 10 0 1 0 0 0 1 0 0 0 0 0 0 45 13:30 0 43 14 1 0 2 0 0 1 0 0 0 0 0 1 62 13:45 0 28 16 3 1 0 0 0 0 0 0 0 0 0 0 48 14:00 0 34 19 0 0 1 0 0 0 0 0 0 0 0 0 54 14:15 0 35 12 0 0 0 0 0 1 0 0 0 0 0 0 48 14:30 0 42 19 0 0 1 0 0 1 0 0 0 0 0 0 63 14:45 0 41 10 0 0 0 0 0 0 0 0 0 0 0 0 51 15:00 0 32 10 1 1 0 0 0 1 0 0 0 0 0 0 45 15:15 0 38 11 1 0 0 0 0 1 0 0 0 0 0 0 51 15:30 0 40 23 0 1 0 0 0 0 0 0 0 0 0 0 64 15:45 0 35 16 1 2 0 0 0 0 0 0 0 0 0 0 54 16:00 0 39 12 0 0 0 0 0 0 0 0 0 0 0 0 51 16:15 0 42 11 0 0 1 0 0 1 0 0 0 0 0 0 55 16:30 0 48 13 0 0 0 0 1 0 0 0 0 0 0 0 62 16:45 0 36 12 0 0 1 0 0 1 0 0 0 0 0 0 50 17:00 0 61 12 0 0 0 0 1 1 0 0 0 0 0 0 75 17:15 0 39 14 0 0 0 0 0 0 0 0 0 0 0 0 53 17:30 0 53 16 0 0 0 0 1 0 0 0 0 0 0 0 70 17:45 0 27 11 0 0 0 0 1 1 0 0 0 0 0 0 40 18:00 0 43 6 0 1 0 0 0 0 0 0 0 0 0 0 50 18:15 0 43 12 0 1 0 0 0 0 0 0 0 0 0 0 56 18:30 0 36 6 0 1 0 0 0 1 0 0 0 0 0 0 44 18:45 0 28 7 0 0 1 0 0 1 0 0 0 0 0 0 37 19:00 0 20 0 0 1 0 0 0 0 0 0 0 0 0 0 21 19:15 0 12 5 0 0 0 0 0 1 0 0 0 0 0 0 18 19:30 0 20 1 0 0 0 0 0 0 0 0 0 0 0 0 21 19:45 0 12 7 0 0 0 0 0 0 0 0 0 0 0 0 19 20:00 0 12 5 0 0 0 0 0 1 0 0 0 0 0 0 18 20:15 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 A B C D E F G H I J K L M N O P Q 20:30 0 11 5 0 0 0 0 0 1 0 0 0 0 0 0 17 20:45 0 10 1 0 0 0 0 0 0 0 0 0 0 0 0 11 21:00 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 21:15 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 8 21:30 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 21:45 0 11 2 0 0 0 0 0 3 0 0 0 0 0 0 16 22:00 0 5 3 0 0 0 0 0 1 0 0 0 0 0 0 9 22:15 0 5 2 0 0 0 0 0 1 0 0 0 0 0 0 8 22:30 0 6 3 0 0 0 0 0 0 0 0 0 0 0 0 9 22:45 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 8 23:00 0 2 0 0 1 0 0 0 1 0 0 0 0 0 0 4 23:15 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 23:30 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 3 Total 1 2294 857 21 36 22 5 22 48 1 0 0 0 0 2 3309 Percentag 0.03%69.33%25.90%0.63%1.09%0.66%0.15%0.66%1.45%0.03%0.00%0.00%0.00%0.00%0.06%100.00% 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000220 Station Num:000000003000 County: Frederick County, Virginia Start Date/Time:01-13-2022 00:00 End Date/Time:01-13-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 3 00:15 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 2 1 0 0 1 0 0 0 0 0 0 0 0 0 4 01:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 3 01:45 0 4 0 0 0 0 0 0 2 0 0 0 0 0 0 6 02:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 4 0 0 0 1 0 1 0 0 0 0 0 0 0 6 02:45 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 03:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 0 6 2 0 0 0 0 0 2 0 0 0 0 0 0 10 04:30 0 10 6 0 0 0 0 0 0 0 0 0 0 0 0 16 04:45 0 14 5 1 0 0 0 0 1 0 0 0 0 0 0 21 05:00 0 17 10 0 0 0 0 0 0 0 0 0 0 0 0 27 05:15 0 20 10 0 0 0 0 0 0 0 0 0 0 0 0 30 05:30 0 27 14 1 0 0 0 1 1 0 0 0 0 0 0 44 05:45 0 27 18 1 0 0 0 0 0 0 0 0 0 0 0 46 06:00 0 33 13 0 0 0 0 1 1 0 0 0 0 0 0 48 06:15 0 39 17 1 1 1 0 0 1 1 0 0 0 0 0 61 06:30 0 42 25 1 2 0 0 1 1 0 0 0 0 0 0 72 06:45 0 37 20 0 2 0 0 1 2 0 0 0 0 0 0 62 07:00 0 49 15 0 1 0 0 1 1 0 0 0 0 0 0 67 07:15 0 70 16 0 0 0 1 1 0 0 0 0 0 0 0 88 07:30 0 55 17 1 1 1 0 0 2 0 0 0 0 0 0 77 07:45 0 53 18 0 0 1 0 0 0 0 0 0 0 0 0 72 08:00 0 45 13 0 0 1 1 2 1 0 0 0 0 0 0 63 08:15 0 40 20 1 0 1 0 0 0 0 0 0 0 0 0 62 08:30 0 42 21 1 0 1 0 1 1 1 0 0 0 0 0 68 08:45 0 33 19 0 0 2 0 1 0 0 0 0 0 0 0 55 09:00 0 30 12 0 1 2 0 1 0 0 0 0 0 0 0 46 09:15 0 40 18 0 2 3 0 1 2 0 0 0 0 0 0 66 09:30 0 35 12 0 0 1 0 0 0 0 0 0 0 0 0 48 09:45 0 37 24 0 2 0 0 0 0 0 0 0 0 0 0 63 10:00 0 38 22 1 0 1 0 3 0 0 0 0 0 0 0 65 10:15 0 39 16 0 2 1 0 0 0 0 0 0 0 0 0 58 10:30 0 24 24 1 2 2 0 0 0 0 0 0 0 0 0 53 10:45 0 35 14 1 1 1 0 1 0 0 0 0 0 0 0 53 11:00 0 33 14 0 2 1 0 0 1 0 0 0 0 0 0 51 11:15 0 30 5 0 0 1 0 0 1 0 0 0 0 0 0 37 11:30 0 35 12 2 2 0 0 2 0 1 0 0 0 0 0 54 11:45 0 37 22 2 2 0 0 0 1 0 0 0 0 0 0 64 12:00 0 41 18 0 1 0 0 0 0 0 0 0 0 0 0 60 12:15 0 30 22 2 0 0 0 0 0 0 0 0 0 0 0 54 12:30 0 33 13 0 1 1 0 0 0 0 0 0 0 0 0 48 12:45 0 35 16 2 0 0 0 0 0 0 0 0 0 0 0 53 13:00 0 25 8 0 1 1 0 0 1 0 0 0 0 0 0 36 13:15 0 33 20 0 1 0 0 0 1 0 0 0 0 0 0 55 13:30 0 33 12 0 2 3 0 1 1 0 0 0 0 0 0 52 13:45 0 41 16 1 1 1 0 0 0 0 0 0 0 0 0 60 14:00 0 37 17 1 2 1 0 1 0 0 0 0 0 0 0 59 14:15 0 27 16 0 0 0 0 0 1 0 0 0 0 0 0 44 14:30 0 45 10 0 1 0 0 0 0 0 0 0 0 0 0 56 14:45 0 30 20 0 0 1 0 1 1 0 0 0 0 0 0 53 15:00 0 37 13 1 0 0 0 0 1 0 0 0 0 0 0 52 15:15 0 31 15 0 0 0 0 0 0 0 0 0 0 0 0 46 15:30 0 42 17 0 0 0 0 0 0 0 0 0 0 0 0 59 15:45 0 45 19 2 2 1 0 0 0 1 0 0 0 0 0 70 16:00 0 51 18 0 0 0 0 0 0 0 0 0 0 0 0 69 16:15 0 44 17 0 0 0 0 0 0 0 0 0 0 0 0 61 16:30 0 43 18 0 0 0 0 1 1 0 0 0 0 0 0 63 16:45 0 40 14 0 0 0 0 0 0 0 0 0 0 0 0 54 17:00 0 59 25 0 1 0 0 0 0 0 0 0 0 0 0 85 17:15 0 50 19 0 0 0 0 0 0 0 0 0 0 0 0 69 17:30 0 42 17 1 0 0 0 1 1 0 0 0 0 0 0 62 17:45 0 45 10 1 0 0 0 0 0 0 0 0 0 0 0 56 18:00 0 43 15 0 0 0 0 0 0 0 0 0 0 0 0 58 18:15 0 31 11 0 0 0 0 0 0 0 0 0 0 0 0 42 18:30 0 29 6 0 0 0 0 0 1 0 0 0 0 0 0 36 18:45 0 23 9 0 0 0 0 0 0 0 0 0 0 0 0 32 19:00 0 15 5 0 0 0 0 0 0 0 0 0 0 0 0 20 19:15 0 18 5 0 0 0 0 0 0 0 0 0 0 0 0 23 19:30 0 12 3 0 0 0 0 0 1 0 0 0 0 0 0 16 19:45 0 19 3 0 1 0 0 0 0 0 0 0 0 0 0 23 20:00 0 15 1 0 0 0 0 0 0 0 0 0 0 0 0 16 20:15 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 A B C D E F G H I J K L M N O P Q 20:30 0 13 0 0 0 0 0 0 0 0 0 0 0 0 0 13 20:45 0 7 7 0 0 0 0 0 0 0 0 0 0 0 0 14 21:00 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 21:15 0 12 1 0 0 0 0 0 0 0 0 0 0 0 0 13 21:30 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 21:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 22:00 0 7 6 0 0 0 0 0 0 0 0 0 0 0 0 13 22:15 0 2 1 0 0 0 0 0 3 0 0 0 0 0 0 6 22:30 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 22:45 0 3 1 0 0 0 0 0 1 0 0 0 0 0 0 5 23:00 0 4 0 0 0 0 0 1 0 0 0 0 0 0 0 5 23:15 0 7 1 0 0 0 0 0 1 0 0 0 0 0 0 9 23:30 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 23:45 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 2352 958 27 37 32 2 25 39 4 0 0 0 0 0 3476 Percentag 0.00%67.66%27.56%0.78%1.06%0.92%0.06%0.72%1.12%0.12%0.00%0.00%0.00%0.00%0.00%100.00% Description: US 11 between Brucetown Rd & Jeffs Way Lattitude: 39.25954 County: Frederick County, VA Longitude: -78.094842 Wednesday, 1/12/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 0 2465 990 27 47 29 1 17 59 2 0 0 0 0 0 3637 Percentages 0.00%67.78%27.22%0.74%1.29%0.80%0.03%0.47%1.62%0.05%0.00%0.00%0.00%0.00%0.00%100.00% Thursday, 1/13/2022 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes Total 1 2585 1037 26 46 18 5 25 47 4 0 0 0 0 3 3797 Percentages 0.03%68.08%27.31%0.68%1.21%0.47%0.13%0.66%1.24%0.11%0.00%0.00%0.00%0.00%0.08%100.00% ADT=7110 Speed Limit=45.00 MPH The Traffic Group, Inc. (800) 583-8411 www.trafficgroup.com 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000210 Station Num:000000001000 County: Frederick County, Virginia Start Date/Time:01-12-2022 00:00 End Date/Time:01-12-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 00:15 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 00:30 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 00:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 3 01:30 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 2 01:45 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 02:00 0 3 4 0 0 0 0 0 1 0 0 0 0 0 0 8 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 02:45 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 10 2 0 0 0 0 0 1 0 0 0 0 0 0 13 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 3 0 0 0 0 0 0 1 0 0 0 0 0 0 4 04:30 0 7 2 0 0 0 0 0 0 0 0 0 0 0 0 9 04:45 0 9 5 0 0 0 0 0 1 0 0 0 0 0 0 15 05:00 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 7 05:15 0 7 4 0 0 0 0 0 0 0 0 0 0 0 0 11 05:30 0 16 5 0 0 0 0 0 0 0 0 0 0 0 0 21 05:45 0 16 8 0 2 0 0 0 2 0 0 0 0 0 0 28 06:00 0 12 7 0 1 2 0 0 0 0 0 0 0 0 0 22 06:15 0 19 10 0 0 0 0 1 0 0 0 0 0 0 0 30 06:30 0 13 7 1 0 0 0 0 2 0 0 0 0 0 0 23 06:45 0 18 13 1 3 0 0 0 1 0 0 0 0 0 0 36 07:00 0 21 8 2 0 0 0 1 1 0 0 0 0 0 0 33 07:15 0 27 13 0 0 0 0 0 1 0 0 0 0 0 0 41 07:30 0 14 7 1 1 1 0 1 1 0 0 0 0 0 0 26 07:45 0 23 7 0 1 0 0 1 2 1 0 0 0 0 0 35 08:00 0 19 13 0 1 1 0 0 0 0 0 0 0 0 0 34 08:15 0 16 9 3 3 1 0 0 0 0 0 0 0 0 0 32 08:30 0 15 19 1 1 2 0 0 0 0 0 0 0 0 0 38 08:45 0 21 10 3 0 0 0 0 0 0 0 0 0 0 0 34 09:00 0 17 9 1 1 0 0 1 2 0 0 0 0 0 0 31 09:15 0 24 7 0 1 1 0 1 0 0 0 0 0 0 0 34 09:30 0 28 10 1 3 0 0 1 1 0 0 0 0 0 0 44 09:45 0 20 10 0 0 0 0 0 1 0 0 0 0 0 0 31 10:00 0 21 11 0 1 1 0 0 4 0 0 0 0 0 0 38 10:15 0 30 16 0 1 0 0 1 2 0 0 0 0 0 0 50 10:30 0 23 16 0 1 1 0 0 1 1 0 0 0 0 0 43 10:45 0 27 15 0 0 0 0 0 0 0 0 0 0 0 0 42 11:00 0 32 14 0 3 1 1 0 1 0 0 0 0 0 0 52 11:15 0 36 12 0 0 0 0 0 1 0 0 0 0 0 0 49 11:30 0 31 21 0 0 1 0 0 2 0 0 0 0 0 0 55 11:45 0 42 23 0 1 1 0 0 0 0 0 0 0 0 0 67 12:00 0 25 16 1 0 0 0 0 1 0 0 0 0 0 0 43 12:15 0 36 10 0 1 0 0 0 1 0 0 0 0 0 0 48 12:30 0 32 24 0 0 1 0 0 1 0 0 0 0 0 0 58 12:45 0 31 22 0 3 0 0 0 0 0 0 0 0 0 0 56 13:00 0 42 19 1 0 1 0 0 1 0 0 0 0 0 0 64 13:15 0 37 14 1 1 0 0 0 0 0 0 0 0 0 0 53 13:30 0 45 21 0 0 1 0 0 0 0 0 0 0 0 0 67 13:45 0 32 19 1 0 0 0 0 0 0 0 0 0 0 0 52 14:00 0 41 24 0 1 1 0 1 0 0 0 0 0 0 0 68 14:15 0 40 15 1 0 1 0 1 1 0 0 0 0 0 0 59 14:30 0 41 14 0 0 1 0 0 2 0 0 0 0 0 0 58 14:45 0 43 16 0 0 1 0 0 1 0 0 0 0 0 0 61 15:00 0 46 17 1 1 0 0 0 2 0 0 0 0 0 0 67 15:15 0 51 29 0 1 0 0 0 1 0 0 0 0 0 0 82 15:30 0 55 28 2 0 0 0 1 0 0 0 0 0 0 0 86 15:45 0 77 33 1 0 1 0 1 0 0 0 0 0 0 0 113 16:00 0 80 31 2 1 0 0 1 1 0 0 0 0 0 0 116 16:15 0 73 25 0 0 3 0 0 1 0 0 0 0 0 0 102 16:30 0 71 19 0 2 0 0 0 0 0 0 0 0 0 0 92 16:45 0 92 28 0 1 0 0 1 1 0 0 0 0 0 0 123 17:00 0 75 31 1 2 1 0 0 1 0 0 0 0 0 0 111 17:15 0 78 23 0 1 0 0 1 1 0 0 0 0 0 0 104 17:30 0 67 26 0 1 2 0 0 0 0 0 0 0 0 0 96 17:45 0 72 25 0 0 1 0 0 1 0 0 0 0 0 0 99 18:00 0 61 20 0 0 0 0 0 0 0 0 0 0 0 0 81 18:15 0 48 14 0 0 0 0 0 0 0 0 0 0 0 0 62 18:30 0 45 13 0 1 0 0 0 0 0 0 0 0 0 0 59 18:45 0 36 12 0 0 0 0 0 1 0 0 0 0 0 0 49 19:00 0 37 9 0 0 0 0 0 0 0 0 0 0 0 0 46 19:15 0 38 5 0 1 0 0 0 0 0 0 0 0 0 0 44 19:30 0 34 11 0 0 0 0 0 0 0 0 0 0 0 0 45 19:45 0 32 7 0 0 0 0 0 0 0 0 0 0 0 0 39 20:00 0 24 4 0 0 0 0 0 3 0 0 0 0 0 0 31 20:15 0 28 4 0 0 0 0 0 0 0 0 0 0 0 0 32 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 A B C D E F G H I J K L M N O P Q 20:30 0 20 5 0 1 0 0 0 2 0 0 0 0 0 0 28 20:45 0 19 2 0 1 0 0 0 1 0 0 0 0 0 0 23 21:00 0 12 5 0 0 0 0 1 1 0 0 0 0 0 0 19 21:15 0 19 4 0 0 0 0 0 1 0 0 0 0 0 0 24 21:30 0 7 4 0 0 1 0 0 1 0 0 0 0 0 0 13 21:45 0 9 1 0 0 0 0 1 0 0 0 0 0 0 0 11 22:00 0 12 6 0 0 0 0 0 0 0 0 0 0 0 0 18 22:15 0 11 1 0 0 0 0 0 0 0 0 0 0 0 0 12 22:30 0 7 3 0 2 0 0 0 0 0 0 0 0 0 0 12 22:45 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 23:00 0 12 1 1 0 0 0 0 0 0 0 0 0 0 0 14 23:15 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 23:30 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 5 23:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 2465 990 27 47 29 1 17 59 2 0 0 0 0 0 3637 Percentag 0.00%67.78%27.22%0.74%1.29%0.80%0.03%0.47%1.62%0.05%0.00%0.00%0.00%0.00%0.00%100.00% 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 A B C D E F G H I J K L M N O P Q Description: US 11 between Brucetown Rd & Jeffs Way Site ID:000000000210 Station Num:000000001000 County: Frederick County, Virginia Start Date/Time:01-13-2022 00:00 End Date/Time:01-13-2022 23:59 Class 1 Class 2 Class 3 Class 4 Class 5 Class 6 Class 7 Class 8 Class 9 Class 10 Class 11 Class 12 Class 13 Class 14 Class 15 All Classes 00:00 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 00:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 00:30 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 00:45 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 01:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 01:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 02:00 0 4 3 0 0 0 0 0 1 0 0 0 0 0 0 8 02:15 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:45 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 03:30 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 03:45 0 5 2 1 0 0 0 0 1 0 0 0 0 0 0 9 04:00 0 3 0 0 0 0 0 1 0 0 0 0 0 0 0 4 04:15 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 04:30 0 4 3 0 0 0 0 0 2 0 0 0 0 0 0 9 04:45 0 12 3 0 0 0 0 0 0 0 0 0 0 0 0 15 05:00 0 9 2 0 0 0 0 0 0 0 0 0 0 0 0 11 05:15 0 8 5 0 0 0 0 0 0 0 0 0 0 0 0 13 05:30 0 15 7 0 0 0 0 0 0 0 0 0 0 0 0 22 05:45 0 15 4 0 0 0 0 1 0 0 0 0 0 0 0 20 06:00 0 10 4 0 0 0 0 0 0 0 0 0 0 0 0 14 06:15 0 18 6 2 2 0 0 1 1 0 0 0 0 0 0 30 06:30 0 16 11 0 2 0 1 0 1 0 0 0 0 0 0 31 06:45 0 22 13 0 3 0 1 1 2 0 0 0 0 0 0 42 07:00 0 20 8 0 0 0 0 0 0 0 0 0 0 0 0 28 07:15 0 17 11 0 0 0 0 2 1 0 0 0 0 0 1 32 07:30 0 23 15 0 0 1 0 1 0 0 0 0 0 0 1 41 07:45 0 27 10 0 1 0 0 0 2 1 0 0 0 0 0 41 08:00 0 14 14 0 1 2 1 0 1 0 0 0 0 0 0 33 08:15 0 22 9 2 0 0 1 0 0 0 0 0 0 0 0 34 08:30 0 20 16 0 0 1 0 1 1 0 0 0 0 0 0 39 08:45 0 26 15 3 2 1 0 1 1 0 0 0 0 0 0 49 09:00 0 24 11 1 1 0 0 0 0 0 0 0 0 0 0 37 09:15 0 20 15 0 1 0 0 0 0 0 0 0 0 0 0 36 09:30 0 26 12 3 0 0 0 2 1 0 0 0 0 0 0 44 09:45 0 30 15 0 2 1 0 0 0 0 0 0 0 0 0 48 10:00 0 21 21 0 2 1 0 0 1 0 0 0 0 0 0 46 10:15 0 19 15 1 1 0 0 1 1 0 0 0 0 0 0 38 10:30 0 26 14 0 1 1 1 1 1 0 0 0 0 0 0 45 10:45 0 32 11 0 2 0 0 1 1 0 0 0 0 0 0 47 11:00 0 37 10 0 2 0 0 1 0 1 0 0 0 0 0 51 11:15 0 46 16 1 3 0 0 0 1 0 0 0 0 0 0 67 11:30 0 40 23 0 1 1 0 0 1 0 0 0 0 0 0 66 11:45 0 46 10 0 0 1 0 2 0 0 0 0 0 0 0 59 12:00 0 35 15 0 0 0 0 0 1 1 0 0 0 0 0 52 12:15 0 37 18 1 0 0 0 0 1 0 0 0 0 0 0 57 12:30 0 44 17 0 1 0 0 1 0 0 0 0 0 0 0 63 12:45 0 28 30 0 0 0 0 0 0 0 0 0 0 0 0 58 13:00 0 40 14 0 1 0 0 1 1 0 0 0 0 0 0 57 13:15 0 41 17 0 2 1 0 0 0 0 0 0 0 0 0 61 13:30 0 42 18 0 3 0 0 1 1 0 0 0 0 0 0 65 13:45 0 45 17 2 1 0 0 0 2 0 0 0 0 0 0 67 14:00 0 43 28 0 0 1 0 1 0 0 0 0 0 0 0 73 14:15 0 43 27 2 0 1 0 0 2 0 0 0 0 0 0 75 14:30 1 54 16 0 0 0 0 0 1 0 0 0 0 0 0 72 14:45 0 52 24 0 0 0 0 0 1 0 0 0 0 0 0 77 15:00 0 44 17 1 1 0 0 1 0 1 0 0 0 0 0 65 15:15 0 43 22 0 2 0 0 0 1 0 0 0 0 0 0 68 15:30 0 57 36 2 1 1 0 0 1 0 0 0 0 0 0 98 15:45 0 98 25 2 0 1 0 0 1 0 0 0 0 0 0 127 16:00 0 77 32 0 2 0 0 0 1 0 0 0 0 0 0 112 16:15 0 62 26 0 0 1 0 0 0 0 0 0 0 0 0 89 16:30 0 85 27 0 1 0 0 0 0 0 0 0 0 0 0 113 16:45 0 82 39 0 2 0 0 0 2 0 0 0 0 0 0 125 17:00 0 76 25 0 0 0 0 1 0 0 0 0 0 0 0 102 17:15 0 80 21 2 0 0 0 0 0 0 0 0 0 0 0 103 17:30 0 76 23 0 0 1 0 0 0 0 0 0 0 0 0 100 17:45 0 66 22 0 0 0 0 0 3 0 0 0 0 0 0 91 18:00 0 56 22 0 0 0 0 0 0 0 0 0 0 0 0 78 18:15 0 49 19 0 0 0 0 0 0 0 0 0 0 0 0 68 18:30 0 42 13 0 0 0 0 0 0 0 0 0 0 0 0 55 18:45 0 37 13 0 0 0 0 0 0 0 0 0 0 0 1 51 19:00 0 31 9 0 0 0 0 0 1 0 0 0 0 0 0 41 19:15 0 34 9 0 0 0 0 0 0 0 0 0 0 0 0 43 19:30 0 37 11 0 0 0 0 0 0 0 0 0 0 0 0 48 19:45 0 30 3 0 0 0 0 0 0 0 0 0 0 0 0 33 20:00 0 26 5 0 0 1 0 0 1 0 0 0 0 0 0 33 20:15 0 28 4 0 0 0 0 0 0 0 0 0 0 0 0 32 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 A B C D E F G H I J K L M N O P Q 20:30 0 14 8 0 1 0 0 0 1 0 0 0 0 0 0 24 20:45 0 21 8 0 1 0 0 1 2 0 0 0 0 0 0 33 21:00 0 18 2 0 0 0 0 0 0 0 0 0 0 0 0 20 21:15 0 16 2 0 0 0 0 0 0 0 0 0 0 0 0 18 21:30 0 14 2 0 0 0 0 0 0 0 0 0 0 0 0 16 21:45 0 8 4 0 0 0 0 1 0 0 0 0 0 0 0 13 22:00 0 10 3 0 0 0 0 0 0 0 0 0 0 0 0 13 22:15 0 13 2 0 0 0 0 0 0 0 0 0 0 0 0 15 22:30 0 14 0 0 0 0 0 0 1 0 0 0 0 0 0 15 22:45 0 6 1 0 0 0 0 0 0 0 0 0 0 0 0 7 23:00 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 9 23:15 0 8 1 0 0 0 0 0 0 0 0 0 0 0 0 9 23:30 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 23:45 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Total 1 2585 1037 26 46 18 5 25 47 4 0 0 0 0 3 3797 Percentag 0.03%68.08%27.31%0.68%1.21%0.47%0.13%0.66%1.24%0.11%0.00%0.00%0.00%0.00%0.08%100.00% Appendix C Synchro LOS and Queue Reports HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2022 Existing Conditions PM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 3 431 241 0 Future Vol, veh/h 0 5 3 431 241 0 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 0 16 3 490 294 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 790 294 294 0 - 0 Stage 1 294 ----- Stage 2 496 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 362 750 1268 - - - Stage 1 761 ----- Stage 2 616 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 361 750 1268 - - - Mov Cap-2 Maneuver 361 ----- Stage 1 759 ----- Stage 2 616 ----- Approach EB NB SB HCM Control Delay, s 9.9 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1268 - 750 - - HCM Lane V/C Ratio 0.003 - 0.022 - - HCM Control Delay (s) 7.8 - 9.9 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2022 Existing Conditions AM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 8 3 132 315 2 Future Vol, veh/h 0 8 3 132 315 2 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 50 38 82 93 50 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 0 16 8 161 339 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 516 339 343 0 - 0 Stage 1 339 ----- Stage 2 177 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 523 708 1227 - - - Stage 1 726 ----- Stage 2 859 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 519 708 1227 - - - Mov Cap-2 Maneuver 519 ----- Stage 1 721 ----- Stage 2 859 ----- Approach EB NB SB HCM Control Delay, s 10.2 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1227 - 708 - - HCM Lane V/C Ratio 0.006 - 0.023 - - HCM Control Delay (s) 8 - 10.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2029 Design Year Conditions PM Peak Hour Synchro 11 Report Stowe Eng Page 1 Intersection Int Delay, s/veh 3.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 22 69 75 462 258 22 Future Vol, veh/h 22 69 75 462 258 22 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 24 223 82 525 315 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1004 315 339 0 - 0 Stage 1 315 ----- Stage 2 689 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 270 730 1220 - - - Stage 1 744 ----- Stage 2 502 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 252 730 1220 - - - Mov Cap-2 Maneuver 252 ----- Stage 1 694 ----- Stage 2 502 ----- Approach EB NB SB HCM Control Delay, s 14.7 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1220 - 617 - - HCM Lane V/C Ratio 0.067 - 0.4 - - HCM Control Delay (s) 8.2 - 14.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 1.9 - - HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2029 Design Year Conditions AM Peak Hour Synchro 11 Report Stowe Eng Page 1 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 65 100 142 338 24 Future Vol, veh/h 15 65 100 142 338 24 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 16 71 109 154 367 26 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 739 367 393 0 - 0 Stage 1 367 ----- Stage 2 372 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 388 683 1177 - - - Stage 1 705 ----- Stage 2 702 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 352 683 1177 - - - Mov Cap-2 Maneuver 352 ----- Stage 1 639 ----- Stage 2 702 ----- Approach EB NB SB HCM Control Delay, s 12.3 3.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1177 - 581 - - HCM Lane V/C Ratio 0.092 - 0.15 - - HCM Control Delay (s) 8.4 - 12.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Buildout Conditions PM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 21 65 71 435 243 21 Future Vol, veh/h 21 65 71 435 243 21 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 23 210 77 494 296 23 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 944 296 319 0 - 0 Stage 1 296 ----- Stage 2 648 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 293 748 1241 - - - Stage 1 759 ----- Stage 2 524 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 275 748 1241 - - - Mov Cap-2 Maneuver 275 ----- Stage 1 712 ----- Stage 2 524 ----- Approach EB NB SB HCM Control Delay, s 13.8 1.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1241 - 640 - - HCM Lane V/C Ratio 0.062 - 0.363 - - HCM Control Delay (s) 8.1 - 13.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 1.7 - - HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Buildout Conditions AM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 14 61 94 133 318 22 Future Vol, veh/h 14 61 94 133 318 22 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 15 66 102 145 346 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 695 346 370 0 - 0 Stage 1 346 ----- Stage 2 349 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 411 702 1200 - - - Stage 1 721 ----- Stage 2 719 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 376 702 1200 - - - Mov Cap-2 Maneuver 376 ----- Stage 1 660 ----- Stage 2 719 ----- Approach EB NB SB HCM Control Delay, s 11.9 3.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1200 - 604 - - HCM Lane V/C Ratio 0.085 - 0.135 - - HCM Control Delay (s) 8.3 - 11.9 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.3 - 0.5 - - HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Background Conditions PM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 50 53 435 243 6 Future Vol, veh/h 5 50 53 435 243 6 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 31 92 88 82 92 Heavy Vehicles, % 0 02222 Mvmt Flow 5 161 58 494 296 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 906 296 303 0 - 0 Stage 1 296 ----- Stage 2 610 ----- Critical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 309 748 1258 - - - Stage 1 759 ----- Stage 2 546 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 295 748 1258 - - - Mov Cap-2 Maneuver 295 ----- Stage 1 724 ----- Stage 2 546 ----- Approach EB NB SB HCM Control Delay, s 11.6 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1258 - 712 - - HCM Lane V/C Ratio 0.046 - 0.234 - - HCM Control Delay (s) 8 - 11.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.9 - - HCM 6th TWSC 1: Route 11 & Jeff's Way 02/04/2022 2023 Background Conditions AM Peak Hour Synchro 11 Report Stowe Engineering Page 1 Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 53 85 133 318 11 Future Vol, veh/h 5 53 85 133 318 11 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 450 - - 175 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - -2 2 - Peak Hour Factor 92 50 38 82 93 50 Heavy Vehicles, % 0 0 0 12 3 0 Mvmt Flow 5 106 224 162 342 22 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 952 342 364 0 - 0 Stage 1 342 ----- Stage 2 610 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 290 705 1206 - - - Stage 1 724 ----- Stage 2 546 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 236 705 1206 - - - Mov Cap-2 Maneuver 236 ----- Stage 1 589 ----- Stage 2 546 ----- Approach EB NB SB HCM Control Delay, s 11.8 5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1206 - 643 - - HCM Lane V/C Ratio 0.185 - 0.173 - - HCM Control Delay (s) 8.7 - 11.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.7 - 0.6 - - Appendix D Generalized Development Plan