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09-10-2024 Legislative Committee Meeting Agenda Packet BOARD OF SUPERVISORS LEGISLATIVE COMMITTEE Tuesday, September 10, 2024 - 4:30 PM County Administration Conference Room 1 Center Street Chatham, Virginia 24531 AGENDA 1. CALL TO ORDER 2. ROLL CALL 3. AGENDA ITEMS TO BE ADDED 4. APPROVAL OF AGENDA 5. NEW BUSINESS a. 2025 Board/County Legislative Priority List (Staff Contact: Vaden Hunt) b. AI Generated Photos and Voice-Overs and the Use of Those Items on Social Media (Staff Contact: Darrell Dalton) 6. MATTERS FROM COMMITTEE MEMBERS (IF ANY) 7. ADJOURNMENT 5.a. BOARD OF SUPERVISORS EXECUTIVE SUMMARY Information Only Agenda Title: 2025 Board/County Legislative Priority List Staff Contact(s): Vaden Hunt Agenda Date: September 10, 2024 Item Number: 5.a. Attachment(s): 1. Solar Bills (HB 636 and SB 697) 2. VA Code Sect 15.2-1414.3 and 15.2-1414.6 - Establishing Salaries 3. Dam Rehab Project Summary 4. Transportation 5. Orphanage Road 6. Franklin Tpke Reviewed By: Supervisor Bowman, Legislative Committee Chairman, will facilitate discussion regarding the below 2025 Board/County Legislative Priority List: a. Oppose HB 636 (Siting of energy facilities; Approval by State Corporation Commission) and SB 697 (Solar and energy facilities; Local regulation); (E. Ragsdale); b. Amend Virginia Code § 15.2-1414.3 (to make County BOS pay based on population the same as recently revised Virginia Code § 15.2-1414.6, increasing City Council Members pay based on population); (K. Bowman); c. Secure Cherrystone/Roaring Fork Dam Rehabilitation Project funding (C. Adcock); 1 d. Transportation: Secure Rt. 57 Bridge over Banister River repair funding (R. Tucker); Secure Route 41 (Mt. Hermon area) road improvements funding (K. Bowman); e. Education: Revise/simplify Composite Index funding formula; Secure adequate School funding (K. Van Der Hyde); and f. No more unfunded mandates (K. Bowman). For the Committee's review and consideration, related documentation is attached or will be distributed at the Legislative Committee Meeting. 2 3 4 5 6 7 Design is still on-going of both of the dams. Per a recent email with Mr. Adcock’s contact at USDA-National Resources Conservation Service (NCRS): Once we get closer to the design being completed, you can apply for the funding for construction. There is no set time on when the construction needs to occur, but typically it is performed soon after the design is completed if funding is available. The design will need to be at the point where they have a pretty defined construction estimate before you would apply for funding for construction. Once the funding is approved, we would enter into a cooperative agreement similar to what we have for the design. The only difference being that the sponsor would be responsible for a portion of the costs. Below is an excerpt from our policy: “Federal cost-share must be equal to 65 percent of the total eligible project cost, but must not exceed 100 percent of the actual construction cost of the rehabilitation project.” As mentioned above, since design is on-going we only have a very preliminary cost estimate: Cherrystone #1 - $21,000,000 Cherrystone #2 - $11,000,000 So, based on these numbers, if they don’t award us anything but the minimum (65%), we would be sharing the other 35% ($5,600,000 each) Design probably won’t be finished until the end of the year at best, then we would need to apply for funding. It may be this time next year before we could start construction. 8 • State Rt. 57 (East) Banister River Bridge: According to 9/06/2024 correspondence with Jay Craddock of VDOT, The attached “Rte 57 Diversion DRAFT Schedule” is still being pursued and on track with VDOT. An inspection of the current bridge was conducted in May and Staff are awaiting a copy of the inspection report from VDOT’s District Bridge Engineer. • Route 41 (Mt. Hermon area) Road Improvements: In April the County submitted the two projects below to WPPDC and VDOT for Round 6 Smart Scale consideration. o Franklin Tpk Median, Shared Use Path & Roundabouts: The project includes adding a median and shared use path from 400 feet north of Hunting Hills Road to 700 feet south of Swanson Avenue. An oval roundabout with crosswalks will be added at the Mount Hermon Circle (north) and Oak Forest Circle intersections. A single lane roundabout with crosswalks will be added at Ridgecrest Drive. A right turn lane will be added NB at Mount Hermon Circle (north). Right turn tapers will be added at NB Hunting Hills Rd, NB Mount Hermon Circle (south), and SB Jeanette Drive. ▪ STATUS UPDATE: This project was screened out of consideration for Round 6 Smart Scale funding, but may be reintroduced in the future. o Orphanage Road and Franklin Turnpike Traffic Signal: A traffic signal with pedestrian signals and crosswalks, a southbound right turn lane, eastbound left turn lane, and westbound left turn lane is proposed. ▪ STATUS UPDATE: This project is moving forward in the Round 6 Smart Scale process. 9 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX A FRAMEWORK DOCUMENT KICKOFF MEETING 10 2023-24 Project Pipeline Program 1 PROJECT PIPELINE 2023-24 Project Pipeline Study Framework/Scoping Document LOCATION District:Route: Jurisdiction:Termini From:MPO/PDC:To: STUDY TEAM District Lead/POC:Operations / Access Lead Consultant:Safety / Reliability Additional Stakeholder:TDM / Transit VTRANS IDENTIFIED NEEDS PRIORITIES OPTIONS Bicycle AccessCapacity Preservation Congestion Mitigation IEDA (UDA) Access Pedestrian Access Safety Improvement Pedestrian Safety Improvement Reliability Rail On-time Performance Transit Access Transit Access for Equity Emphasis Areas Transportation Demand Management PURPOSE/GOALS & OBJECTIVES ANALYSIS/METHODOLOGY Operations / Access Safety / Reliability TDM / Rail / Transit Additional Data Needs: Constraints/Key Risks: Schedule/Milestones: The goal of the Pipeline Study Program is to focus on solutions to the identified VTRANS Mid-Term needs with a Performance Based Planning Approach. It is expected that preferred alternatives will be pursued for funding through appropriate Statewide or Federal programs for implementation to address those needs. 11 2 PROJECT PIPELINE 2023-24 Project Pipeline Study Framework/Scoping Document STUDY AREA MAP Include Website Location (optional): 2023-24 Project Pipeline Program 12 2023-24 Project Pipeline Program 3 PROJECT PIPELINE SIGNATURES District Lead / POC Jurisdiction / Locality MPO / PDC District/Residency Administrator 2023-24 Project Pipeline Study Framework/Scoping Document DATA COLLECTION MAP / OTHER GRAPHICS Include Website Location (optional): PREVIOUS STUDIES, BACKGROUND, ADDITONAL INFO 13 2023-24 Project Pipeline Program 4 PROJECT PIPELINE 2023-24 Project Pipeline Study Framework/Scoping Document PIPELINE FRAMEWORK DOCUMENT GUIDELINES LOCATION •Fill in appropriate route and study area information. •Jurisdiction & MPOs should be those that are primary on the study who would be most likely to lead funding applications. Others should be listed under Additional Stakeholders. STUDY TEAM •District Lead/POC should be individual responsible for overall progress of the team, schedule, and outcomes. •Lead Consultant should be Firm & Task Manager assigned to the District and Group of Studies •Additional Stakeholders should include other potential applicants or groups that would be considered in attending meetings or working with the designated teams. •Each Study Team Lead should identify VDOT Lead and Consultant Firm assigned VTRANS NEEDS •Identify level of priority and associated network for each need category. •This may require a prevalent rating for the whole corridor based on the majority of needs for the category. I.e. if there are mutliple segments and intersections they will not all be the same and will require judgement as to the level of need for the study area as a whole. PURPOSE/GOALS •Document specific goals of the study, expand on specific need locations as necessary and overall objectives for anyspecific project types or initiatives. ANALYSIS/METHODOLOGY •Section should include anticipated tools and most useful measures of effectiveness for the study area/corridor.•Each Team category should cover a brief approach and key methodology, note critical areas, intersections, orsegments from local knowledge. In depth details should be reserved for scope and fee document from consultant afterframework and kickoff are complete. ADDITIONAL DATA NEEDS •Note any additional Data Collection beyond Turning Movement Counts or typical data available in VDOT Databases. For example, items such as Streetlight or Transit Ridership that may be relevant. CONSTRAINTS/KEY RISKS •Note known items such as Right of Way, Utilities, Environmental, or Public Perception that may restrict options or alternatives and should be known to the team. SCHEDULE/MILESTONES •Note key dates for stakeholder involvement and phases of the study that will be critical to maintain progress. Document anticipated final completion dates which should meet deadlines for relevant funding applications. P. 2 –•Include Study Area Map showing boundaries•Include Data Collection Map•Include information, background, or other information not covered in previous sections that is relevant to the study,team, and should be documented. SIGNATURES •As deemed necessary for concurrence with the overall framework and scope of the study. 14 •Approximately 3.0 miles* •Dozen unsignalized intersections •Numerous entrances to businesses and residences •5-lane undivided typical section •45 mph speed limit •14,000-16,400 vpd •Travel speeds exceed posted speed limit *includes extended study area Franklin Turnpike Corridor (LY-23-09) –Pittsylvania 5/28/2024 PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 1 Sources: Pittsylvania (https://www.pittsylvaniacountyva.gov/) Mt. Hermon Cir 15 VTRANS Needs 5/28/2024 2PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 16 VTRANS Needs – District Safety Improvement 5/28/2024 PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 3 Sources: https://vtrans.org/interactvtrans/map-explorer Jeanette Drive Orphanage Road and further south Mount Hermon Circle to Ripley Drive 17 PSI Node & Segment Location (2016 – 2020) 5/28/2024 4 Sources: https://vdot.maps.arcgis.com/apps/webappviewer/index.html?id=36c14ce72fde488fb2ce3ed44377588d PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 20 41 70 35 37 45 71 18 Crash Data Dashboard (2015 – 2022) 5/28/2024 5PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania •Angle collisions nearly 60% - 3 fatalities •Tuscarora Village Shopping Center •Jeanette Drive •South of Orphanage Road •2 head on fatalities near Golf Club Road •2 pedestrian crashes 19 VTRANS Needs Pedestrian Safety Pedestrian Access 5/28/2024 PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 6 Sources: https://vtrans.org/interactvtrans/map-explorer 20 VTRANS Needs – Bicycle Access 5/28/2024 PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 7 Sources: https://vtrans.org/interactvtrans/map-explorer WPPDC 2018 Bike Plan 21 VTRANS Needs Transportation Demand Management Congestion Mitigation 5/28/2024 PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 8 Sources: https://vtrans.org/interactvtrans/map-explorer 22 VTRANS Needs Transit Access Transit Access for Equity Emphasis Area 5/28/2024 PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 9 Sources: https://vtrans.org/interactvtrans/map-explorer 23 Study Goals 5/28/2024 10PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania 24 Stakeholder Comments 5/28/2024 11PLANNING FOR PERFORMANCEFranklin Turnpike Corridor (LY-23-09) - Pittsylvania Mt. Hermon Cir 25 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B EXISTING CONDITIONS 26 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B-1 FHWA STEAP TOOL PROJECT PROFILE REPORT 27 Screening Tool for Equity Analysis of Projects (STEAP) Project Buffer Analysis Profile Report Data Source: American Community Survey 2016-2020 Prepared by FHWA Office of Planning Analysis of 1 Buffer of Size 0.5 Miles Reference Layers City/Town: Mount Hermon VA County: Pittsylvania VA State: Virginia Note:, *: The variables marked with an asterisk are estimated from Census Tract data. More information on the disaggregation method can be found on the "Help" tab of the Screening Tool for Equity Analysis of Projects webpage. Page 1 of 8 2023-07-0328 0.5 Miles Buffer Analysis Summary Report Buffer Estimates Percent City/Town Mount Hermon VA County Pittsylvania VA State Virginia General Buffer Area Statistics Land Area (in square miles)4 6 969 39,482 Population 2,465 4,417 60,867 8,509,358 Housing Units 1,143 1,971 31,623 3,537,788 Households 1,032 1,847 26,205 3,184,121 Families 690 1,510 18,401 2,103,100 Population by Race Total 2,465 100%4,417 60,867 8,509,358 Population Reporting One Race 2,400 97%97%97%95% White 1,475 60%82%75%66% Black 861 35%13%20%19% American Indian 0%0%0%0% Asian 56 2%2%0%7% Pacific Islander 0%0%0%0% Some Other Race 8 0%0%1%3% Population Reporting Two or More Races 65 3%3%3%5% Population by Ethnicity Total 2,465 100%4,417 60,867 8,509,358 Hispanic Origin 112 5%0%3%10% Not Hispanic 2,353 95%100%97%90% Total Non-Hispanic Population Total 2,353 100%4,417 59,213 7,698,588 White Alone 1,453 62%82%76%68% Black or African American Alone 782 33%13%21%21% American Indian & Alaska Native Alone 0%0%0%0% Asian Alone 56 2%2%0%7% Native Hawaiian & Other Pacific Islander Alone 0%0%0%0% Some other Race Alone 0%0%0%0% Two or More Race 62 3%3%3%4% Note:, *: The variables marked with an asterisk are estimated from Census Tract data. More information on the disaggregation method can be found on the "Help" tab of the Screening Tool for Equity Analysis of Projects webpage. Page 2 of 8 2023-07-0329 Buffer Estimates Percent City/Town Mount Hermon VA County Pittsylvania VA State Virginia Total Hispanic Population * Total 112 100%1,654 810,770 Hispanic – Mexican 0%57%23% Hispanic – Puerto Rican 78 69%17%13% Hispanic – Cuban 0%1%3% Hispanic – Other 34 31%25%62% Total American Indian Population * Total 100%6 26 22,553 American Indian-Cherokee 0%0%35%14% American Indian-Chippewa 0%0%0%2% American Indian-Navajo 0%0%0%2% American Indian-Sioux 0%0%0%2% Population by Sex Total 2,465 100%4,417 60,867 8,509,358 Male 1,123 46%44%49%49% Female 1,343 54%56%51%51% Population by Age Total 2,465 100%4,417 60,867 8,509,358 Age 0-17 (children)539 22%16%19%22% Age 18-64 (Adult)1,515 61%67%59%63% Age 65+ (Senior Population)411 17%17%23%15% Age 5+ (used for “language spoken at home”)2,387 97%97%96%94% Age 16+ (used for “Labor Forces”)1,994 81%86%84%80% Age 18+ (Used for “voting age”)1,927 78%84%81%78% Age 25+ (used for “Education Attainment”)1,645 67%75%74%69% Employed Population Age 16+ Years Total 1,994 100%3,800 50,872 6,849,454 In Labor Force 1,269 64%69%56%66% Civilian Unemployed in Labor Force 70 4%2%3%3% Not in Labor Force 725 36%31%44%34% Note:, *: The variables marked with an asterisk are estimated from Census Tract data. More information on the disaggregation method can be found on the "Help" tab of the Screening Tool for Equity Analysis of Projects webpage. Page 3 of 8 2023-07-0330 Buffer Estimates Percent City/Town Mount Hermon VA County Pittsylvania VA State Virginia Population 25+ by Educational Attainment Total 1,645 100%3,305 45,129 5,831,949 Less than 9th Grade 60 4%3%6%4% 9th - 12th Grade, No Diploma 143 9%1%10%6% High School Graduate 503 31%27%37%24% Some College, No Degree 377 23%25%22%19% Associate Degree 166 10%14%9%8% Bachelor's Degree or more 397 24%30%15%40% Households by Household Size Total Households 1,032 100%1,847 26,205 3,184,121 1-person households 248 24%16%27%27% 2-person households 442 43%48%38%34% 3-person households 189 18%17%17%16% 4-person households 88 9%10%12%13% 5-person households 33 3%9%5%6% 6-person households 31 3%0%2%2% 7+ person households 0%0%0%1% Households by Household Type (including Living Alone) Total Households 1,032 100%1,847 26,205 3,184,121 Married-Couple family households 481 47%67%52%50% Male householder, no spouse present family households 38 4%5%5%4% Female householder, no spouse present family households 170 16%9%13%12% Householder living alone – nonfamily households 248 24%16%27%27% Householder not living alone – nonfamily households 94 9%2%3%6% Household Type for Children Under 18 years in Households * Total Population under 18 years in households (excluding householders, spouse and unmarried partners)535 100%721 11,426 1,862,830 Married-couple household 257 48%63%63%70% Cohabiting couple household 37 7%16%9%6% In male householder, no spouse/partner present household 28 5%7%5%4% Note:, *: The variables marked with an asterisk are estimated from Census Tract data. More information on the disaggregation method can be found on the "Help" tab of the Screening Tool for Equity Analysis of Projects webpage. Page 4 of 8 2023-07-0331 Buffer Estimates Percent City/Town Mount Hermon VA County Pittsylvania VA State Virginia In female householder, no spouse/partner present household 213 40%13%23%19% Households by Household Income Household Income Base 1,032 100%1,847 26,205 3,184,121 < $15,000 117 11%5%13%8% $15,000 - $25,000 86 8%9%12%7% $25,000 - $35,000 157 15%8%11%7% $35,000 - $50,000 197 19%9%14%11% $50,000 - $75,000 173 17%18%20%16% $75,000 +301 29%51%30%51% Selected Monthly Owner Costs as a % of Household Income in the past 12 months (with or without mortgage) Total Owner-Occupied Housing Units 578 100%1,474 19,866 2,123,771 Less than 10.0%156 27%30%31%22% 10.0 to 14.9%128 22%26%21%18% 15.0 to 19.9%91 16%15%16%18% 20.0 to 24.9%46 8%5%8%13% 25.0 to 29.9%67 12%7%5%8% 30.0 to 34.9%21 4%1%4%5% 35.0 to 39.9%1 0%0%3%4% 40.0 to 49.9%49 8%7%3%4% 50.0% or more 19 3%8%8%8% Not computed 1 0%1%1%1% Gross Rent as a % of Household Income in the past 12 months Total Renter-Occupied Housing Units 454 100%373 6,339 1,060,350 Less than 10.0%23 5%20%3%4% 10.0 to 14.9%47 10%10%13%8% 15.0 to 19.9%91 20%21%12%13% 20.0 to 24.9%77 17%21%13%13% 25.0 to 29.9%27 6%10%7%11% 30.0 to 34.9%8 2%0%5%9% 35.0 to 39.9%10 2%0%5%6% Note:, *: The variables marked with an asterisk are estimated from Census Tract data. More information on the disaggregation method can be found on the "Help" tab of the Screening Tool for Equity Analysis of Projects webpage. Page 5 of 8 2023-07-0332 Buffer Estimates Percent City/Town Mount Hermon VA County Pittsylvania VA State Virginia 40.0 to 49.9%69 15%0%12%8% 50.0% or more 74 16%16%17%21% Not computed 30 7%4%15%7% Monthly Housing Cost * Total Occupied Housing Units 1,032 100%1,847 26,205 3,184,121 Less than $199 9 1%1%5%2% $200 to $399 197 19%17%24%8% $400 to $599 137 13%10%16%8% $600 to $799 229 22%16%15%8% $800 to $999 152 15%16%13%9% $1000 to $1499 216 21%25%17%21% $1500 to $1999 47 5%5%4%16% $2000 to $2499 13 1%4%1%10% $2500 to $2999 6 1%4%1%6% $3000 or more 10 1%3%1%9% No Cash Rent 15 1%1%3%2% Population in Poverty by Race * Total (Population for whom poverty status is determined)2,456 100%4,403 59,508 8,255,575 People in Poverty - White Alone 162 7%4%10%5% People in Poverty - Black or African American Alone 189 8%0%4%3% People in Poverty - American Indian & Alaska Native Alone 0%0%0%0% People in Poverty - Asian Alone 0%0%0%0% People in Poverty - Native Hawaiian & other Pacific Islander Alone 0%0%0%0% People in Poverty - Some Other Race Alone 1 0%0%0%0% People in Poverty - Two or More Race 30 1%0%1%0% Population in Poverty by Age * Total (Population for whom poverty status is determined)2,456 100%4,403 59,508 8,255,575 People in Poverty – Age 0-5 25 1%1%1%1% People in Poverty – Age 6-17 120 5%0%3%2% People in Poverty – Age 18-24 68 3%1%1%2% People in Poverty – Age 25-64 123 5%1%7%4% People in Poverty – Age 65+47 2%1%3%1% Note:, *: The variables marked with an asterisk are estimated from Census Tract data. More information on the disaggregation method can be found on the "Help" tab of the Screening Tool for Equity Analysis of Projects webpage. Page 6 of 8 2023-07-0333 Buffer Estimates Percent City/Town Mount Hermon VA County Pittsylvania VA State Virginia Vehicle Ownership Total Households 1,032 100%1,847 26,205 3,184,121 Zero Vehicle Households 106 10%1%6%6% One Vehicle Households 282 27%17%25%30% Two Vehicle Households 390 38%47%34%38% Three or More Vehicle Households 255 25%35%36%26% Foreign Born Population * Total (regardless of citizenship status)71 100%127 978 1,068,470 Foreign Born – Europe 0%0%5%10% Foreign Born – Asia 31 44%59%23%42% Foreign Born – Africa 9 12%41%8%11% Foreign Born – Oceania 0%0%0%0% Foreign Born – Latin America 31 44%0%63%35% Foreign Born – Northern America 0%0%0%1% Population Age 5+ Years by Ability to Speak English Total 2,387 100%4,291 58,293 8,001,236 Speak only English 2,265 95%96%97%84% Non-English at Home 122 5%4%3%16% Speak English "very well"79 3%4%2%11% Speak English "well"18 1%0%1%3% Speak English "not well"11 0%0%1%2% Speak English "not at all"14 1%0%0%1% Linguistically Isolated Households (Household Limited English Speaking Status) Total Households 1,032 100%1,847 26,205 3,184,121 Speak Spanish 19 2%0%2%7% Speak Other Indo-European Languages 48 5%3%1%4% Speak Asian-Pacific Island Languages 14 1%1%0%4% Speak Other Languages 0%0%0%2% Note:, *: The variables marked with an asterisk are estimated from Census Tract data. More information on the disaggregation method can be found on the "Help" tab of the Screening Tool for Equity Analysis of Projects webpage. Page 7 of 8 2023-07-0334 Buffer Estimates Percent City/Town Mount Hermon VA County Pittsylvania VA State Virginia Other Vulnerable Populations or Households Total Population 1,927 100%3,696 49,303 6,514,565 Number of Veterans (18+)148 8%7%8%10% Number of People with Disabilities (Civilian Non-Inst) *453 24%10%22%15% Total Households 1,032 100%1,847 26,205 3,184,121 Number of Households with no Computers 138 13%5%16%8% Number of Households with no Internet Connection 203 20%11%24%11% Page 8 of 8 2023-07-0335 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX K APPENDIX B-2 TRAFFIC COUNT DATA TURNING MOVEMENT COUNTS 36 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Hunting Hills Rd Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 7:00AM 67 0 0 6767 0 1 8 0 99 0 7 23 0 3030 0 106106 7:15AM 73 0 0 7373 0 1 11 0 1212 0 11 35 0 4646 0 131131 7:30AM 101 0 0 101101 0 2 17 0 1919 0 13 72 0 8585 0 205205 7:45AM 121 0 0 121121 0 2 15 0 1717 1 15 92 0 107107 0 245245 Hourly Total 362 0 0 362362 0 6 51 0 5757 1 46 222 0 268268 0 687687 8:00AM 135 0 0 135135 0 3 12 0 1515 0 11 69 0 8080 0 230230 8:15AM 83 2 0 8585 0 1 18 0 1919 0 9 34 0 4343 0 147147 8:30AM 61 0 0 6161 0 0 9 0 99 0 7 25 0 3232 0 102102 8:45AM 59 0 0 5959 0 0 8 0 88 0 7 28 0 3535 0 102102 Hourly Total 338 2 0 340340 0 4 47 0 5151 0 34 156 0 190190 0 581581 9:00AM 51 2 0 5353 0 0 10 0 1010 0 6 21 0 2727 0 9090 9:15AM 43 0 0 4343 0 0 8 0 88 0 10 25 0 3535 0 8686 9:30AM 35 0 0 3535 0 1 4 0 55 0 7 16 0 2323 0 6363 9:45AM 47 0 0 4747 0 0 6 0 66 0 5 20 0 2525 0 7878 Hourly Total 176 2 0 178178 0 1 28 0 2929 0 28 82 0 110110 0 317317 10:00AM 41 0 0 4141 0 0 3 0 33 0 6 24 0 3030 0 7474 10:15AM 37 0 0 3737 0 1 9 0 1010 0 9 32 0 4141 0 8888 10:30AM 46 0 0 4646 0 1 7 0 88 0 1 29 0 3030 0 8484 10:45AM 48 0 0 4848 0 1 4 0 55 0 5 45 0 5050 0 103103 Hourly Total 172 0 0 172172 0 3 23 0 2626 0 21 130 0 151151 0 349349 11:00AM 31 0 0 3131 0 1 7 0 88 0 6 32 0 3838 0 7777 11:15AM 46 0 0 4646 0 0 4 0 44 0 7 28 0 3535 0 8585 11:30AM 42 0 0 4242 0 0 3 0 33 0 7 42 0 4949 0 9494 11:45AM 41 1 0 4242 0 0 16 0 1616 0 5 33 0 3838 0 9696 Hourly Total 160 1 0 161161 0 1 30 0 3131 0 25 135 0 160160 0 352352 12:00PM 50 2 0 5252 0 2 2 0 44 0 11 43 0 5454 0 110110 12:15PM 43 1 0 4444 0 1 11 0 1212 0 11 41 0 5252 0 108108 12:30PM 31 0 0 3131 0 1 6 0 77 0 7 49 0 5656 0 9494 12:45PM 41 0 0 4141 0 1 10 0 1111 0 6 39 0 4545 0 9797 Hourly Total 165 3 0 168168 0 5 29 0 3434 0 35 172 0 207207 0 409409 1:00PM 40 0 0 4040 0 0 5 0 55 0 15 42 0 5757 0 102102 1:15PM 40 0 0 4040 0 0 7 0 77 0 4 50 0 5454 0 101101 1:30PM 44 0 0 4444 0 0 3 0 33 0 3 53 0 5656 0 103103 1:45PM 28 1 0 2929 0 0 4 0 44 0 8 48 0 5656 0 8989 Hourly Total 152 1 0 153153 0 0 19 0 1919 0 30 193 0 223223 0 395395 2:00PM 43 1 0 4444 0 1 11 0 1212 0 9 50 0 5959 0 115115 2:15PM 40 1 0 4141 0 1 9 0 1010 0 8 64 0 7272 0 123123 2:30PM 39 0 0 3939 0 0 10 0 1010 0 14 98 0 112112 0 161161 2:45PM 60 0 0 6060 0 0 4 0 44 0 10 61 0 7171 0 135135 Hourly Total 182 2 0 184184 0 2 34 0 3636 0 41 273 0 314314 0 534534 3:00PM 103 1 0 104104 0 0 8 0 88 0 7 75 0 8282 0 194194 3:15PM 88 1 0 8989 0 1 13 0 1414 0 9 51 0 6060 0 163163 3:30PM 47 1 0 4848 0 2 16 0 1818 0 12 54 0 6666 0 132132 3:45PM 41 0 0 4141 0 0 10 0 1010 0 10 91 0 101101 0 152152 Hourly Total 279 3 0 282282 0 3 47 0 5050 0 38 271 0 309309 0 641641 4:00PM 39 0 0 3939 0 0 15 0 1515 0 10 81 0 9191 0 145145 4:15PM 35 0 0 3535 0 0 13 0 1313 0 9 64 0 7373 0 121121 4:30PM 47 1 1 4949 0 2 7 0 99 0 11 63 0 7474 0 132132 4:45PM 60 1 0 6161 0 0 13 0 1313 0 16 93 0 109109 0 183183 Hourly Total 181 2 1 184184 0 2 48 0 5050 0 46 301 0 347347 0 581581 5:00PM 41 1 0 4242 0 0 12 0 1212 0 17 83 0 100100 0 154154 5:15PM 49 1 0 5050 0 0 23 0 2323 0 14 105 0 119119 0 192192 5:30PM 49 1 0 5050 0 1 12 0 1313 0 14 91 0 105105 0 168168 1 of 937 5:45PM 65 0 0 6565 0 1 10 0 1111 0 7 68 0 7575 0 151151 Hourly Total 204 3 0 207207 0 2 57 0 5959 0 52 347 0 399399 0 665665 6:00PM 63 0 0 6363 0 0 7 0 77 0 14 73 0 8787 0 157157 6:15PM 66 0 0 6666 0 0 7 0 77 0 16 58 0 7474 0 147147 6:30PM 26 1 0 2727 0 1 9 0 1010 0 10 52 0 6262 0 9999 6:45PM 50 1 0 5151 0 0 5 0 55 0 8 40 0 4848 0 104104 Hourly Total 205 2 0 207207 0 1 28 0 2929 0 48 223 0 271271 0 507507 TotalTotal 2576 21 1 25982598 0 30 441 0 471471 1 444 2505 0 29492949 0 60186018 % Approach% Approach 99.2%0.8%0%---6.4%93.6%0%---15.1%84.9%0%---- % Total% Total 42.8%0.3%0%43.2%43.2%-0.5%7.3%0%7.8%7.8%-7.4%41.6%0%49.0%49.0%-- Lights and MotorcyclesLights and Motorcycles 2522 21 1 25442544 -28 431 0 459459 -430 2436 0 28662866 -5869 % Lights and Motorcycles% Lights and Motorcycles 97.9%100%100%97.9%97.9%-93.3%97.7%0%97.5%97.5%-96.8%97.2%0%97.2%97.2%-97.5% HeavyHeavy 54 0 0 5454 -2 10 0 1212 -14 69 0 8383 -149 % Heavy% Heavy 2.1%0%0%2.1%2.1%-6.7%2.3%0%2.5%2.5%-3.2%2.8%0%2.8%2.8%-2.5% Pedestrians ----0 ----1 ----0 % Pedestrians ---------100%------ Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------0%------ Leg Franklin Turnpike Hunting Hills Rd Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 938 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Hunting Hills Rd[S] Franklin Turnpike Total: 5134 Total: 5966 Total: 936Out: 2536 Out: 3017 Out: 465In: 2598 In: 2949 In: 471 2576 2505 1 21 30 441 44413 of 939 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Hunting Hills Rd Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 7:30AM 101 0 0 101101 0 2 17 0 1919 0 13 72 0 8585 0 205205 7:45AM 121 0 0 121121 0 2 15 0 1717 1 15 92 0 107107 0 245245 8:00AM 135 0 0 135135 0 3 12 0 1515 0 11 69 0 8080 0 230230 8:15AM 83 2 0 8585 0 1 18 0 1919 0 9 34 0 4343 0 147147 TotalTotal 440 2 0 442442 0 8 62 0 7070 1 48 267 0 315315 0 827827 % Approach% Approach 99.5%0.5%0%---11.4%88.6%0%---15.2%84.8%0%---- % Total% Total 53.2%0.2%0%53.4%53.4%-1.0%7.5%0%8.5%8.5%-5.8%32.3%0%38.1%38.1%-- PHFPHF 0.815 0.250 -0.8190.819 -0.667 0.861 -0.9210.921 -0.800 0.726 -0.7360.736 -0.844 Lights and MotorcyclesLights and Motorcycles 434 2 0 436436 -7 59 0 6666 -46 258 0 304304 -806 % Lights and Motorcycles% Lights and Motorcycles 98.6%100%0%98.6%98.6%-87.5%95.2%0%94.3%94.3%-95.8%96.6%0%96.5%96.5%-97.5% HeavyHeavy 6 0 0 66 -1 3 0 44 -2 9 0 1111 -21 % Heavy% Heavy 1.4%0%0%1.4%1.4%-12.5%4.8%0%5.7%5.7%-4.2%3.4%0%3.5%3.5%-2.5% Pedestrians ----0 ----1 ----0 % Pedestrians ---------100%------ Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------0%------ *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 940 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Hunting Hills Rd[S] Franklin Turnpike Total: 717 Total: 817 Total: 120Out: 275 Out: 502 Out: 50In: 442 In: 315 In: 70 440 267 2 8 62 4815 of 941 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Hunting Hills Rd Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 12:00PM 50 2 0 5252 0 2 2 0 44 0 11 43 0 5454 0 110110 12:15PM 43 1 0 4444 0 1 11 0 1212 0 11 41 0 5252 0 108108 12:30PM 31 0 0 3131 0 1 6 0 77 0 7 49 0 5656 0 9494 12:45PM 41 0 0 4141 0 1 10 0 1111 0 6 39 0 4545 0 9797 TotalTotal 165 3 0 168168 0 5 29 0 3434 0 35 172 0 207207 0 409409 % Approach% Approach 98.2%1.8%0%---14.7%85.3%0%---16.9%83.1%0%---- % Total% Total 40.3%0.7%0%41.1%41.1%-1.2%7.1%0%8.3%8.3%-8.6%42.1%0%50.6%50.6%-- PHFPHF 0.825 0.375 -0.8080.808 -0.625 0.659 -0.7080.708 -0.795 0.878 -0.9240.924 -0.930 Lights and MotorcyclesLights and Motorcycles 158 3 0 161161 -5 29 0 3434 -35 168 0 203203 -398 % Lights and Motorcycles% Lights and Motorcycles 95.8%100%0%95.8%95.8%-100%100%0%100%100%-100%97.7%0%98.1%98.1%-97.3% HeavyHeavy 7 0 0 77 -0 0 0 00 -0 4 0 44 -11 % Heavy% Heavy 4.2%0%0%4.2%4.2%-0%0%0%0%0%-0%2.3%0%1.9%1.9%-2.7% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 942 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Hunting Hills Rd[S] Franklin Turnpike Total: 345 Total: 401 Total: 72Out: 177 Out: 194 Out: 38In: 168 In: 207 In: 34 165 172 3 5 29 357 of 943 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Hunting Hills Rd Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 4:45PM 60 1 0 6161 0 0 13 0 1313 0 16 93 0 109109 0 183183 5:00PM 41 1 0 4242 0 0 12 0 1212 0 17 83 0 100100 0 154154 5:15PM 49 1 0 5050 0 0 23 0 2323 0 14 105 0 119119 0 192192 5:30PM 49 1 0 5050 0 1 12 0 1313 0 14 91 0 105105 0 168168 TotalTotal 199 4 0 203203 0 1 60 0 6161 0 61 372 0 433433 0 697697 % Approach% Approach 98.0%2.0%0%---1.6%98.4%0%---14.1%85.9%0%---- % Total% Total 28.6%0.6%0%29.1%29.1%-0.1%8.6%0%8.8%8.8%-8.8%53.4%0%62.1%62.1%-- PHFPHF 0.829 1.000 -0.8320.832 -0.250 0.652 -0.6630.663 -0.897 0.886 -0.9100.910 -0.908 Lights and MotorcyclesLights and Motorcycles 199 4 0 203203 -1 60 0 6161 -60 368 0 428428 -692 % Lights and Motorcycles% Lights and Motorcycles 100%100%0%100%100%-100%100%0%100%100%-98.4%98.9%0%98.8%98.8%-99.3% HeavyHeavy 0 0 0 00 -0 0 0 00 -1 4 0 55 -5 % Heavy% Heavy 0%0%0%0%0%-0%0%0%0%0%-1.6%1.1%0%1.2%1.2%-0.7% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 944 1-Franklin Turnpike 1-Franklin Turnpike & Hunting Hills Rd (VA2… - TMC& Hunting Hills Rd (VA2… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101286, Location: 36.67919, -79.422502 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Hunting Hills Rd[S] Franklin Turnpike Total: 576 Total: 692 Total: 126Out: 373 Out: 259 Out: 65In: 203 In: 433 In: 61 199 372 4 1 60 619 of 945 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Golf Club Rd Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 7:00AM 0 68 0 6868 0 27 18 0 4545 0 24 2 0 2626 0 139139 7:15AM 3 84 0 8787 0 48 29 0 7777 0 22 2 0 2424 0 188188 7:30AM 2 109 0 111111 0 85 32 0 117117 0 33 4 0 3737 0 265265 7:45AM 3 129 0 132132 0 112 22 0 134134 0 40 8 0 4848 0 314314 Hourly Total 8 390 0 398398 0 272 101 0 373373 0 119 16 0 135135 0 906906 8:00AM 2 167 0 169169 0 78 19 0 9797 0 34 7 0 4141 0 307307 8:15AM 1 106 0 107107 0 42 22 0 6464 0 31 2 0 3333 0 204204 8:30AM 2 72 0 7474 0 32 15 0 4747 0 20 0 0 2020 0 141141 8:45AM 3 63 0 6666 0 33 16 0 4949 0 31 3 0 3434 0 149149 Hourly Total 8 408 0 416416 0 185 72 0 257257 0 116 12 0 128128 0 801801 9:00AM 2 59 0 6161 0 26 20 0 4646 0 21 3 0 2424 0 131131 9:15AM 2 50 0 5252 0 33 11 0 4444 0 22 2 0 2424 0 120120 9:30AM 1 38 0 3939 0 25 21 0 4646 0 26 1 0 2727 0 112112 9:45AM 1 50 0 5151 0 27 15 0 4242 0 23 1 0 2424 0 117117 Hourly Total 6 197 0 203203 0 111 67 0 178178 0 92 7 0 9999 0 480480 10:00AM 2 45 0 4747 0 30 16 0 4646 0 28 0 0 2828 0 121121 10:15AM 4 38 0 4242 0 37 18 0 5555 0 24 3 0 2727 0 124124 10:30AM 2 55 0 5757 0 27 17 0 4444 0 37 1 0 3838 0 139139 10:45AM 1 49 0 5050 0 46 21 0 6767 0 21 1 0 2222 0 139139 Hourly Total 9 187 0 196196 0 140 72 0 212212 0 110 5 0 115115 0 523523 11:00AM 4 35 0 3939 0 38 20 0 5858 0 18 2 0 2020 0 117117 11:15AM 2 46 0 4848 0 33 16 0 4949 0 18 2 0 2020 0 117117 11:30AM 0 46 0 4646 0 51 25 0 7676 0 22 0 0 2222 0 144144 11:45AM 1 53 0 5454 0 55 16 0 7171 0 21 2 0 2323 0 148148 Hourly Total 7 180 0 187187 0 177 77 0 254254 0 79 6 0 8585 0 526526 12:00PM 3 74 0 7777 0 54 25 0 7979 0 27 0 0 2727 0 183183 12:15PM 3 53 0 5656 0 49 17 0 6666 0 21 1 0 2222 0 144144 12:30PM 1 40 0 4141 0 55 23 0 7878 0 24 2 0 2626 0 145145 12:45PM 2 47 0 4949 0 46 29 0 7575 0 27 1 0 2828 0 152152 Hourly Total 9 214 0 223223 0 204 94 0 298298 0 99 4 0 103103 0 624624 1:00PM 0 49 0 4949 0 57 22 0 7979 0 25 0 0 2525 0 153153 1:15PM 4 47 0 5151 0 50 22 0 7272 0 16 4 0 2020 0 143143 1:30PM 0 46 0 4646 0 56 22 0 7878 0 26 1 0 2727 0 151151 1:45PM 1 33 0 3434 0 54 20 0 7474 0 29 3 0 3232 0 140140 Hourly Total 5 175 0 180180 0 217 86 0 303303 0 96 8 0 104104 0 587587 2:00PM 3 49 0 5252 0 55 25 0 8080 0 15 6 0 2121 0 153153 2:15PM 7 47 0 5454 0 69 26 0 9595 0 24 4 0 2828 0 177177 2:30PM 2 45 0 4747 0 103 25 0 128128 0 30 5 0 3535 0 210210 2:45PM 5 61 0 6666 0 67 32 0 9999 0 24 2 0 2626 0 191191 Hourly Total 17 202 0 219219 0 294 108 0 402402 0 93 17 0 110110 0 731731 3:00PM 3 110 0 113113 0 81 38 0 119119 0 31 2 0 3333 0 265265 3:15PM 4 100 0 104104 0 56 25 0 8181 0 23 0 0 2323 0 208208 3:30PM 1 59 0 6060 0 65 35 1 101101 0 37 2 0 3939 0 200200 3:45PM 3 53 0 5656 0 89 41 0 130130 0 40 8 0 4848 0 234234 Hourly Total 11 322 0 333333 0 291 139 1 431431 0 131 12 0 143143 0 907907 4:00PM 1 49 0 5050 0 85 35 0 120120 0 28 5 0 3333 0 203203 4:15PM 1 51 0 5252 0 74 29 0 103103 0 36 1 0 3737 0 192192 4:30PM 1 50 0 5151 0 70 38 0 108108 0 27 1 0 2828 0 187187 4:45PM 2 67 0 6969 0 104 45 0 149149 0 37 5 0 4242 0 260260 Hourly Total 5 217 0 222222 0 333 147 0 480480 0 128 12 0 140140 0 842842 5:00PM 2 48 0 5050 0 93 41 0 134134 0 42 1 0 4343 0 227227 5:15PM 6 68 0 7474 0 119 56 0 175175 0 34 2 0 3636 0 285285 5:30PM 2 58 0 6060 0 102 53 0 155155 0 32 3 0 3535 0 250250 1 of 946 5:45PM 1 74 0 7575 0 73 32 0 105105 0 26 0 0 2626 0 206206 Hourly Total 11 248 0 259259 0 387 182 0 569569 0 134 6 0 140140 0 968968 6:00PM 1 68 0 6969 0 86 31 0 117117 0 23 3 0 2626 0 212212 6:15PM 5 67 0 7272 0 73 32 0 105105 0 21 3 0 2424 0 201201 6:30PM 3 34 0 3737 0 64 24 0 8888 0 30 0 0 3030 0 155155 6:45PM 5 50 0 5555 0 46 22 0 6868 0 28 2 0 3030 0 153153 Hourly Total 14 219 0 233233 0 269 109 0 378378 0 102 8 0 110110 0 721721 TotalTotal 110 2959 0 30693069 0 2880 1254 1 41354135 0 1299 113 0 14121412 0 86168616 % Approach% Approach 3.6%96.4%0%---69.6%30.3%0%---92.0%8.0%0%---- % Total% Total 1.3%34.3%0%35.6%35.6%-33.4%14.6%0%48.0%48.0%-15.1%1.3%0%16.4%16.4%-- Lights and MotorcyclesLights and Motorcycles 107 2900 0 30073007 -2803 1240 1 40444044 -1286 110 0 13961396 -8447 % Lights and Motorcycles% Lights and Motorcycles 97.3%98.0%0%98.0%98.0%-97.3%98.9%100%97.8%97.8%-99.0%97.3%0%98.9%98.9%-98.0% HeavyHeavy 3 59 0 6262 -77 14 0 9191 -13 3 0 1616 -169 % Heavy% Heavy 2.7%2.0%0%2.0%2.0%-2.7%1.1%0%2.2%2.2%-1.0%2.7%0%1.1%1.1%-2.0% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- Leg Franklin Turnpike Franklin Turnpike Golf Club Rd Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 947 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Golf Club RdTotal: 6062 Total: 8394Total: 2776Out: 2993 Out: 4259Out: 1364In: 3069 In: 4135In: 1412 2959 2880 110 1 1254 113 1299 3 of 948 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Golf Club Rd Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 7:30AM 2 109 0 111111 0 85 32 0 117117 0 33 4 0 3737 0 265265 7:45AM 3 129 0 132132 0 112 22 0 134134 0 40 8 0 4848 0 314314 8:00AM 2 167 0 169169 0 78 19 0 9797 0 34 7 0 4141 0 307307 8:15AM 1 106 0 107107 0 42 22 0 6464 0 31 2 0 3333 0 204204 TotalTotal 8 511 0 519519 0 317 95 0 412412 0 138 21 0 159159 0 10901090 % Approach% Approach 1.5%98.5%0%---76.9%23.1%0%---86.8%13.2%0%---- % Total% Total 0.7%46.9%0%47.6%47.6%-29.1%8.7%0%37.8%37.8%-12.7%1.9%0%14.6%14.6%-- PHFPHF 0.667 0.765 -0.7680.768 -0.708 0.742 -0.7690.769 -0.863 0.656 -0.8280.828 -0.868 Lights and MotorcyclesLights and Motorcycles 8 502 0 510510 -305 90 0 395395 -138 20 0 158158 -1063 % Lights and Motorcycles% Lights and Motorcycles 100%98.2%0%98.3%98.3%-96.2%94.7%0%95.9%95.9%-100%95.2%0%99.4%99.4%-97.5% HeavyHeavy 0 9 0 99 -12 5 0 1717 -0 1 0 11 -27 % Heavy% Heavy 0%1.8%0%1.7%1.7%-3.8%5.3%0%4.1%4.1%-0%4.8%0%0.6%0.6%-2.5% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 949 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Golf Club RdTotal: 857 Total: 1061Total: 262Out: 338 Out: 649Out: 103In: 519 In: 412In: 159 511 317 8 95 21 138 5 of 950 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Golf Club Rd Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 12:00PM 3 74 0 7777 0 54 25 0 7979 0 27 0 0 2727 0 183183 12:15PM 3 53 0 5656 0 49 17 0 6666 0 21 1 0 2222 0 144144 12:30PM 1 40 0 4141 0 55 23 0 7878 0 24 2 0 2626 0 145145 12:45PM 2 47 0 4949 0 46 29 0 7575 0 27 1 0 2828 0 152152 TotalTotal 9 214 0 223223 0 204 94 0 298298 0 99 4 0 103103 0 624624 % Approach% Approach 4.0%96.0%0%---68.5%31.5%0%---96.1%3.9%0%---- % Total% Total 1.4%34.3%0%35.7%35.7%-32.7%15.1%0%47.8%47.8%-15.9%0.6%0%16.5%16.5%-- PHFPHF 0.750 0.723 -0.7240.724 -0.927 0.810 -0.9430.943 -0.917 0.500 -0.9200.920 -0.852 Lights and MotorcyclesLights and Motorcycles 9 207 0 216216 -200 92 0 292292 -98 4 0 102102 -610 % Lights and Motorcycles% Lights and Motorcycles 100%96.7%0%96.9%96.9%-98.0%97.9%0%98.0%98.0%-99.0%100%0%99.0%99.0%-97.8% HeavyHeavy 0 7 0 77 -4 2 0 66 -1 0 0 11 -14 % Heavy% Heavy 0%3.3%0%3.1%3.1%-2.0%2.1%0%2.0%2.0%-1.0%0%0%1.0%1.0%-2.2% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 951 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Golf Club RdTotal: 431 Total: 611Total: 206Out: 208 Out: 313Out: 103In: 223 In: 298In: 103 214 204 9 94 4 99 7 of 952 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Golf Club Rd Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 4:45PM 2 67 0 6969 0 104 45 0 149149 0 37 5 0 4242 0 260260 5:00PM 2 48 0 5050 0 93 41 0 134134 0 42 1 0 4343 0 227227 5:15PM 6 68 0 7474 0 119 56 0 175175 0 34 2 0 3636 0 285285 5:30PM 2 58 0 6060 0 102 53 0 155155 0 32 3 0 3535 0 250250 TotalTotal 12 241 0 253253 0 418 195 0 613613 0 145 11 0 156156 0 10221022 % Approach% Approach 4.7%95.3%0%---68.2%31.8%0%---92.9%7.1%0%---- % Total% Total 1.2%23.6%0%24.8%24.8%-40.9%19.1%0%60.0%60.0%-14.2%1.1%0%15.3%15.3%-- PHFPHF 0.500 0.886 -0.8550.855 -0.878 0.871 -0.8760.876 -0.863 0.550 -0.9070.907 -0.896 Lights and MotorcyclesLights and Motorcycles 12 239 0 251251 -416 193 0 609609 -144 11 0 155155 -1015 % Lights and Motorcycles% Lights and Motorcycles 100%99.2%0%99.2%99.2%-99.5%99.0%0%99.3%99.3%-99.3%100%0%99.4%99.4%-99.3% HeavyHeavy 0 2 0 22 -2 2 0 44 -1 0 0 11 -7 % Heavy% Heavy 0%0.8%0%0.8%0.8%-0.5%1.0%0%0.7%0.7%-0.7%0%0%0.6%0.6%-0.7% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 953 2-Franklin Turnpike 2-Franklin Turnpike & Golf Club Rd (VA23-23… - TMC& Golf Club Rd (VA23-23… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101287, Location: 36.678097, -79.421236 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Golf Club RdTotal: 682 Total: 999Total: 363Out: 429 Out: 386Out: 207In: 253 In: 613In: 156 241 418 12 195 11 145 9 of 954 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Mount Hermon Cir Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 7:00AM 87 6 0 9393 0 6 12 0 1818 0 3 44 0 4747 0 158158 7:15AM 96 10 0 106106 0 10 18 0 2828 0 5 69 0 7474 0 208208 7:30AM 137 10 0 147147 0 9 10 0 1919 0 7 108 0 115115 0 281281 7:45AM 160 13 0 173173 0 15 8 0 2323 0 8 112 0 120120 0 316316 Hourly Total 480 39 0 519519 0 40 48 0 8888 0 23 333 0 356356 0 963963 8:00AM 178 16 0 194194 0 9 16 0 2525 0 4 79 0 8383 0 302302 8:15AM 129 10 0 139139 0 5 7 0 1212 0 3 61 0 6464 0 215215 8:30AM 83 6 0 8989 0 5 10 0 1515 0 3 38 0 4141 0 145145 8:45AM 94 4 0 9898 0 2 5 0 77 0 5 49 0 5454 0 159159 Hourly Total 484 36 0 520520 0 21 38 0 5959 0 15 227 0 242242 0 821821 9:00AM 81 4 0 8585 0 7 8 0 1515 0 3 38 0 4141 0 141141 9:15AM 66 5 0 7171 0 3 6 0 99 0 7 41 0 4848 0 128128 9:30AM 64 4 0 6868 0 6 7 0 1313 0 7 44 0 5151 0 132132 9:45AM 72 6 0 7878 0 4 8 0 1212 0 4 42 0 4646 0 136136 Hourly Total 283 19 0 302302 0 20 29 0 4949 0 21 165 0 186186 0 537537 10:00AM 83 4 0 8787 0 2 10 0 1212 0 7 44 0 5151 0 150150 10:15AM 68 7 0 7575 0 7 0 0 77 0 7 51 0 5858 0 140140 10:30AM 85 5 0 9090 0 5 9 0 1414 0 5 41 0 4646 0 150150 10:45AM 69 6 0 7575 0 8 4 0 1212 0 8 59 0 6767 0 154154 Hourly Total 305 22 0 327327 0 22 23 0 4545 0 27 195 0 222222 0 594594 11:00AM 54 1 0 5555 0 2 3 0 55 0 4 55 0 5959 0 119119 11:15AM 62 4 0 6666 0 1 8 0 99 0 11 51 0 6262 0 137137 11:30AM 65 2 0 6767 0 4 9 0 1313 0 8 75 0 8383 0 163163 11:45AM 69 8 0 7777 0 9 9 0 1818 0 6 71 0 7777 0 172172 Hourly Total 250 15 0 265265 0 16 29 0 4545 0 29 252 0 281281 0 591591 12:00PM 89 13 0 102102 0 5 6 0 1111 0 7 71 0 7878 0 191191 12:15PM 66 7 0 7373 0 3 10 0 1313 0 9 64 0 7373 0 159159 12:30PM 56 12 0 6868 0 5 9 0 1414 0 9 73 0 8282 0 164164 12:45PM 70 6 0 7676 0 5 6 0 1111 0 12 70 0 8282 0 169169 Hourly Total 281 38 0 319319 0 18 31 0 4949 0 37 278 0 315315 0 683683 1:00PM 67 7 0 7474 0 9 7 0 1616 0 7 77 0 8484 0 174174 1:15PM 57 11 0 6868 0 6 9 0 1515 0 12 73 0 8585 0 168168 1:30PM 66 9 0 7575 0 2 12 0 1414 0 4 75 0 7979 0 168168 1:45PM 62 6 0 6868 0 8 5 0 1313 0 6 65 0 7171 0 152152 Hourly Total 252 33 0 285285 0 25 33 0 5858 0 29 290 0 319319 0 662662 2:00PM 59 7 0 6666 0 6 4 0 1010 0 8 75 0 8383 0 159159 2:15PM 62 7 0 6969 1 7 11 0 1818 0 10 93 0 103103 0 190190 2:30PM 72 6 0 7878 0 11 7 0 1818 0 9 118 0 127127 0 223223 2:45PM 78 6 0 8484 0 13 6 0 1919 0 8 91 0 9999 0 202202 Hourly Total 271 26 0 297297 1 37 28 0 6565 0 35 377 0 412412 0 774774 3:00PM 118 17 0 135135 0 8 12 0 2020 0 11 110 0 121121 0 276276 3:15PM 119 7 0 126126 0 8 13 0 2121 0 7 79 0 8686 0 233233 3:30PM 93 11 0 104104 0 10 9 0 1919 0 11 95 0 106106 0 229229 3:45PM 75 15 0 9090 0 16 10 0 2626 0 12 116 0 128128 1 244244 Hourly Total 405 50 0 455455 0 42 44 0 8686 0 41 400 0 441441 1 982982 4:00PM 72 15 0 8787 0 11 10 0 2121 0 9 113 0 122122 0 230230 4:15PM 77 11 0 8888 0 6 9 0 1515 0 21 90 0 111111 0 214214 4:30PM 73 10 0 8383 0 11 9 0 2020 0 22 94 0 116116 0 219219 4:45PM 95 11 0 106106 0 2 7 0 99 0 9 145 0 154154 0 269269 Hourly Total 317 47 0 364364 0 30 35 0 6565 0 61 442 0 503503 0 932932 5:00PM 84 13 0 9797 0 5 14 0 1919 0 16 131 0 147147 0 263263 5:15PM 91 9 0 100100 0 11 17 0 2828 0 21 155 0 176176 0 304304 5:30PM 82 8 0 9090 0 10 6 0 1616 0 20 135 0 155155 0 261261 1 of 955 5:45PM 92 3 0 9595 0 7 5 0 1212 0 10 96 0 106106 0 213213 Hourly Total 349 33 0 382382 0 33 42 0 7575 0 67 517 0 584584 0 10411041 6:00PM 78 9 0 8787 0 4 3 0 77 0 8 117 0 125125 0 219219 6:15PM 73 14 0 8787 0 8 4 0 1212 0 16 97 0 113113 0 212212 6:30PM 64 5 0 6969 0 5 4 0 99 0 5 81 0 8686 0 164164 6:45PM 74 3 0 7777 0 3 6 0 99 0 14 67 0 8181 0 167167 Hourly Total 289 31 0 320320 0 20 17 0 3737 0 43 362 0 405405 0 762762 TotalTotal 3966 389 0 43554355 1 324 397 0 721721 0 428 3838 0 42664266 1 93429342 % Approach% Approach 91.1%8.9%0%---44.9%55.1%0%---10.0%90.0%0%---- % Total% Total 42.5%4.2%0%46.6%46.6%-3.5%4.2%0%7.7%7.7%-4.6%41.1%0%45.7%45.7%-- Lights and MotorcyclesLights and Motorcycles 3890 375 0 42654265 -317 388 0 705705 -414 3748 0 41624162 -9132 % Lights and Motorcycles% Lights and Motorcycles 98.1%96.4%0%97.9%97.9%-97.8%97.7%0%97.8%97.8%-96.7%97.7%0%97.6%97.6%-97.8% HeavyHeavy 76 14 0 9090 -7 9 0 1616 -14 90 0 104104 -210 % Heavy% Heavy 1.9%3.6%0%2.1%2.1%-2.2%2.3%0%2.2%2.2%-3.3%2.3%0%2.4%2.4%-2.2% Pedestrians ----1 ----0 ----1 % Pedestrians ----100%---------100%- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ----0%---------0%- Leg Franklin Turnpike Mount Hermon Cir Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 956 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Mount Hermon Cir[S] Franklin Turnpike Total: 8517 Total: 8629 Total: 1538Out: 4162 Out: 4363 Out: 817In: 4355 In: 4266 In: 721 3966 3838 389 324 397 4281 1 3 of 957 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Mount Hermon Cir Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 7:30AM 137 10 0 147147 0 9 10 0 1919 0 7 108 0 115115 0 281281 7:45AM 160 13 0 173173 0 15 8 0 2323 0 8 112 0 120120 0 316316 8:00AM 178 16 0 194194 0 9 16 0 2525 0 4 79 0 8383 0 302302 8:15AM 129 10 0 139139 0 5 7 0 1212 0 3 61 0 6464 0 215215 TotalTotal 604 49 0 653653 0 38 41 0 7979 0 22 360 0 382382 0 11141114 % Approach% Approach 92.5%7.5%0%---48.1%51.9%0%---5.8%94.2%0%---- % Total% Total 54.2%4.4%0%58.6%58.6%-3.4%3.7%0%7.1%7.1%-2.0%32.3%0%34.3%34.3%-- PHFPHF 0.848 0.766 -0.8410.841 -0.633 0.641 -0.7900.790 -0.688 0.804 -0.7960.796 -0.881 Lights and MotorcyclesLights and Motorcycles 595 48 0 643643 -37 40 0 7777 -17 348 0 365365 -1085 % Lights and Motorcycles% Lights and Motorcycles 98.5%98.0%0%98.5%98.5%-97.4%97.6%0%97.5%97.5%-77.3%96.7%0%95.5%95.5%-97.4% HeavyHeavy 9 1 0 1010 -1 1 0 22 -5 12 0 1717 -29 % Heavy% Heavy 1.5%2.0%0%1.5%1.5%-2.6%2.4%0%2.5%2.5%-22.7%3.3%0%4.5%4.5%-2.6% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 958 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Mount Hermon Cir[S] Franklin Turnpike Total: 1051 Total: 1027 Total: 150Out: 398 Out: 645 Out: 71In: 653 In: 382 In: 79 604 360 49 38 41 225 of 959 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 Midday Peak (11:45 AM - 12:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Mount Hermon Cir Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 11:45AM 69 8 0 7777 0 9 9 0 1818 0 6 71 0 7777 0 172172 12:00PM 89 13 0 102102 0 5 6 0 1111 0 7 71 0 7878 0 191191 12:15PM 66 7 0 7373 0 3 10 0 1313 0 9 64 0 7373 0 159159 12:30PM 56 12 0 6868 0 5 9 0 1414 0 9 73 0 8282 0 164164 TotalTotal 280 40 0 320320 0 22 34 0 5656 0 31 279 0 310310 0 686686 % Approach% Approach 87.5%12.5%0%---39.3%60.7%0%---10.0%90.0%0%---- % Total% Total 40.8%5.8%0%46.6%46.6%-3.2%5.0%0%8.2%8.2%-4.5%40.7%0%45.2%45.2%-- PHFPHF 0.787 0.769 -0.7840.784 -0.611 0.850 -0.7780.778 -0.861 0.955 -0.9450.945 -0.898 Lights and MotorcyclesLights and Motorcycles 275 39 0 314314 -22 33 0 5555 -30 272 0 302302 -671 % Lights and Motorcycles% Lights and Motorcycles 98.2%97.5%0%98.1%98.1%-100%97.1%0%98.2%98.2%-96.8%97.5%0%97.4%97.4%-97.8% HeavyHeavy 5 1 0 66 -0 1 0 11 -1 7 0 88 -15 % Heavy% Heavy 1.8%2.5%0%1.9%1.9%-0%2.9%0%1.8%1.8%-3.2%2.5%0%2.6%2.6%-2.2% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 960 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 Midday Peak (11:45 AM - 12:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Mount Hermon Cir[S] Franklin Turnpike Total: 621 Total: 624 Total: 127Out: 301 Out: 314 Out: 71In: 320 In: 310 In: 56 280 279 40 22 34 317 of 961 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Mount Hermon Cir Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 4:45PM 95 11 0 106106 0 2 7 0 99 0 9 145 0 154154 0 269269 5:00PM 84 13 0 9797 0 5 14 0 1919 0 16 131 0 147147 0 263263 5:15PM 91 9 0 100100 0 11 17 0 2828 0 21 155 0 176176 0 304304 5:30PM 82 8 0 9090 0 10 6 0 1616 0 20 135 0 155155 0 261261 TotalTotal 352 41 0 393393 0 28 44 0 7272 0 66 566 0 632632 0 10971097 % Approach% Approach 89.6%10.4%0%---38.9%61.1%0%---10.4%89.6%0%---- % Total% Total 32.1%3.7%0%35.8%35.8%-2.6%4.0%0%6.6%6.6%-6.0%51.6%0%57.6%57.6%-- PHFPHF 0.926 0.788 -0.9270.927 -0.636 0.647 -0.6430.643 -0.786 0.913 -0.8980.898 -0.902 Lights and MotorcyclesLights and Motorcycles 347 37 0 384384 -28 44 0 7272 -63 562 0 625625 -1081 % Lights and Motorcycles% Lights and Motorcycles 98.6%90.2%0%97.7%97.7%-100%100%0%100%100%-95.5%99.3%0%98.9%98.9%-98.5% HeavyHeavy 5 4 0 99 -0 0 0 00 -3 4 0 77 -16 % Heavy% Heavy 1.4%9.8%0%2.3%2.3%-0%0%0%0%0%-4.5%0.7%0%1.1%1.1%-1.5% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 962 3-Franklin Turnpike 3-Franklin Turnpike & Mt Hermon Cir (VA23-2… - TMC& Mt Hermon Cir (VA23-2… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101288, Location: 36.676235, -79.419556 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Mount Hermon Cir[S] Franklin Turnpike Total: 987 Total: 1028 Total: 179Out: 594 Out: 396 Out: 107In: 393 In: 632 In: 72 352 566 41 28 44 669 of 963 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Oak Forest Cir Franklin Turnpike Franklin Turnpike Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt 2023-05-11 7:00AM 0 1 0 11 0 0 30 0 3030 0 92 0 0 9292 0 123123 7:15AM 1 3 0 44 0 3 66 0 6969 0 101 0 0 101101 0 174174 7:30AM 2 0 0 22 0 1 101 0 102102 0 157 0 0 157157 0 261261 7:45AM 3 4 0 77 0 0 119 0 119119 0 162 0 0 162162 0 288288 Hourly Total 6 8 0 1414 0 4 316 0 320320 0 512 0 0 512512 0 846846 8:00AM 0 3 0 33 0 0 106 0 106106 0 183 2 0 185185 0 294294 8:15AM 2 3 0 55 0 0 54 0 5454 0 171 0 0 171171 0 230230 8:30AM 0 1 0 11 1 0 76 0 7676 0 77 1 0 7878 0 155155 8:45AM 1 1 0 22 0 0 65 0 6565 0 90 0 0 9090 0 157157 Hourly Total 3 8 0 1111 1 0 301 0 301301 0 521 3 0 524524 0 836836 9:00AM 2 0 0 22 0 3 69 0 7272 0 90 0 0 9090 0 164164 9:15AM 0 0 0 00 1 1 58 0 5959 0 67 1 0 6868 0 127127 9:30AM 1 0 0 11 0 0 52 0 5252 0 76 0 0 7676 0 129129 9:45AM 0 1 0 11 0 0 62 0 6262 0 102 0 0 102102 0 165165 Hourly Total 3 1 0 44 1 4 241 0 245245 0 335 1 0 336336 0 585585 10:00AM 0 2 0 22 0 1 62 0 6363 0 83 0 0 8383 0 148148 10:15AM 0 0 0 00 0 2 58 0 6060 0 106 1 0 107107 0 167167 10:30AM 0 2 0 22 0 2 64 0 6666 0 87 1 0 8888 0 156156 10:45AM 0 3 0 33 0 2 57 0 5959 0 66 0 0 6666 0 128128 Hourly Total 0 7 0 77 0 7 241 0 248248 0 342 2 0 344344 0 599599 11:00AM 2 0 0 22 0 2 68 0 7070 0 74 2 0 7676 0 148148 11:15AM 4 2 0 66 0 3 63 0 6666 0 83 3 0 8686 0 158158 11:30AM 2 5 0 77 0 5 68 0 7373 0 72 2 0 7474 0 154154 11:45AM 6 5 0 1111 0 3 67 0 7070 0 81 4 0 8585 0 166166 Hourly Total 14 12 0 2626 0 13 266 0 279279 0 310 11 0 321321 0 626626 12:00PM 5 9 0 1414 0 2 83 0 8585 0 91 4 0 9595 0 194194 12:15PM 5 6 0 1111 0 3 68 0 7171 0 77 3 0 8080 0 162162 12:30PM 5 4 0 99 0 5 76 0 8181 0 64 0 0 6464 0 154154 12:45PM 4 10 0 1414 0 3 83 0 8686 0 76 2 0 7878 0 178178 Hourly Total 19 29 0 4848 0 13 310 0 323323 0 308 9 0 317317 0 688688 1:00PM 3 2 0 55 0 2 79 0 8181 0 55 4 0 5959 0 145145 1:15PM 0 12 0 1212 0 5 98 0 103103 0 88 3 0 9191 0 206206 1:30PM 6 7 0 1313 0 2 82 0 8484 0 77 2 0 7979 0 176176 1:45PM 6 7 0 1313 0 4 76 0 8080 0 75 0 0 7575 0 168168 Hourly Total 15 28 0 4343 0 13 335 0 348348 0 295 9 0 304304 0 695695 2:00PM 3 5 0 88 0 4 98 0 102102 0 81 5 0 8686 0 196196 2:15PM 2 9 0 1111 0 5 100 0 105105 0 69 2 0 7171 0 187187 2:30PM 5 6 0 1111 0 1 120 0 121121 0 66 1 0 6767 0 199199 2:45PM 2 7 0 99 0 2 149 0 151151 0 87 3 0 9090 0 250250 Hourly Total 12 27 0 3939 0 12 467 0 479479 0 303 11 0 314314 0 832832 3:00PM 2 4 0 66 0 0 110 0 110110 0 135 6 0 141141 0 257257 3:15PM 2 5 0 77 0 0 102 0 102102 0 112 2 0 114114 0 223223 3:30PM 2 2 0 44 0 3 92 0 9595 0 120 5 0 125125 0 224224 3:45PM 0 10 0 1010 0 5 105 0 110110 0 110 1 0 111111 0 231231 Hourly Total 6 21 0 2727 0 8 409 0 417417 0 477 14 0 491491 0 935935 4:00PM 1 3 0 44 0 4 113 0 117117 0 105 3 0 108108 0 229229 4:15PM 2 4 0 66 0 6 126 0 132132 0 81 0 0 8181 0 219219 4:30PM 1 4 0 55 0 2 113 0 115115 0 103 2 0 105105 0 225225 4:45PM 3 6 0 99 0 4 143 0 147147 0 97 1 0 9898 0 254254 Hourly Total 7 17 0 2424 0 16 495 0 511511 0 386 6 0 392392 0 927927 5:00PM 3 4 0 77 0 3 156 0 159159 0 105 1 0 106106 0 272272 5:15PM 2 6 0 88 0 4 181 0 185185 0 103 5 0 108108 0 301301 5:30PM 1 3 0 44 0 5 147 0 152152 0 91 5 0 9696 0 252252 1 of 964 5:45PM 4 8 0 1212 0 2 120 0 122122 0 94 3 0 9797 0 231231 Hourly Total 10 21 0 3131 0 14 604 0 618618 0 393 14 0 407407 0 10561056 6:00PM 2 6 0 88 0 6 126 0 132132 0 101 3 0 104104 0 244244 6:15PM 2 8 0 1010 0 5 123 0 128128 0 56 2 0 5858 0 196196 6:30PM 1 6 0 77 0 3 89 0 9292 0 87 4 0 9191 0 190190 6:45PM 1 3 0 44 0 1 103 0 104104 0 62 2 0 6464 0 172172 Hourly Total 6 23 0 2929 0 15 441 0 456456 0 306 11 0 317317 0 802802 TotalTotal 101 202 0 303303 2 119 4426 0 45454545 0 4488 91 0 45794579 0 94279427 % Approach% Approach 33.3%66.7%0%---2.6%97.4%0%---98.0%2.0%0%---- % Total% Total 1.1%2.1%0%3.2%3.2%-1.3%47.0%0%48.2%48.2%-47.6%1.0%0%48.6%48.6%-- Lights and MotorcyclesLights and Motorcycles 99 195 0 294294 -117 4330 0 44474447 -4410 88 0 44984498 -9239 % Lights and Motorcycles% Lights and Motorcycles 98.0%96.5%0%97.0%97.0%-98.3%97.8%0%97.8%97.8%-98.3%96.7%0%98.2%98.2%-98.0% HeavyHeavy 2 7 0 99 -2 96 0 9898 -78 3 0 8181 -188 % Heavy% Heavy 2.0%3.5%0%3.0%3.0%-1.7%2.2%0%2.2%2.2%-1.7%3.3%0%1.8%1.8%-2.0% Pedestrians ----2 ----0 ----0 % Pedestrians ----100%----------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ----0%----------- Leg Oak Forest Cir Franklin Turnpike Franklin Turnpike Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 965 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Oak Forest CirTotal: 9106 Total: 9235Total: 513Out: 4527 Out: 4690Out: 210In: 4579 In: 4545In: 303 4488 4426 91 119 101 202 113 of 966 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Oak Forest Cir Franklin Turnpike Franklin Turnpike Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt 2023-05-11 7:30AM 2 0 0 22 0 1 101 0 102102 0 157 0 0 157157 0 261261 7:45AM 3 4 0 77 0 0 119 0 119119 0 162 0 0 162162 0 288288 8:00AM 0 3 0 33 0 0 106 0 106106 0 183 2 0 185185 0 294294 8:15AM 2 3 0 55 0 0 54 0 5454 0 171 0 0 171171 0 230230 TotalTotal 7 10 0 1717 0 1 380 0 381381 0 673 2 0 675675 0 10731073 % Approach% Approach 41.2%58.8%0%---0.3%99.7%0%---99.7%0.3%0%---- % Total% Total 0.7%0.9%0%1.6%1.6%-0.1%35.4%0%35.5%35.5%-62.7%0.2%0%62.9%62.9%-- PHFPHF 0.583 0.625 -0.6070.607 -0.250 0.798 -0.8000.800 -0.919 0.250 -0.9120.912 -0.912 Lights and MotorcyclesLights and Motorcycles 6 9 0 1515 -0 361 0 361361 -660 2 0 662662 -1038 % Lights and Motorcycles% Lights and Motorcycles 85.7%90.0%0%88.2%88.2%-0%95.0%0%94.8%94.8%-98.1%100%0%98.1%98.1%-96.7% HeavyHeavy 1 1 0 22 -1 19 0 2020 -13 0 0 1313 -35 % Heavy% Heavy 14.3%10.0%0%11.8%11.8%-100%5.0%0%5.2%5.2%-1.9%0%0%1.9%1.9%-3.3% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 967 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Oak Forest CirTotal: 1062 Total: 1064Total: 20Out: 387 Out: 683Out: 3In: 675 In: 381In: 17 673 380 2 1 7 10 5 of 968 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 Midday Peak (12:45 PM - 1:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Oak Forest Cir Franklin Turnpike Franklin Turnpike Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt 2023-05-11 12:45PM 4 10 0 1414 0 3 83 0 8686 0 76 2 0 7878 0 178178 1:00PM 3 2 0 55 0 2 79 0 8181 0 55 4 0 5959 0 145145 1:15PM 0 12 0 1212 0 5 98 0 103103 0 88 3 0 9191 0 206206 1:30PM 6 7 0 1313 0 2 82 0 8484 0 77 2 0 7979 0 176176 TotalTotal 13 31 0 4444 0 12 342 0 354354 0 296 11 0 307307 0 705705 % Approach% Approach 29.5%70.5%0%---3.4%96.6%0%---96.4%3.6%0%---- % Total% Total 1.8%4.4%0%6.2%6.2%-1.7%48.5%0%50.2%50.2%-42.0%1.6%0%43.5%43.5%-- PHFPHF 0.542 0.646 -0.7860.786 -0.600 0.872 -0.8590.859 -0.841 0.688 -0.8430.843 -0.856 Lights and MotorcyclesLights and Motorcycles 13 31 0 4444 -12 335 0 347347 -286 11 0 297297 -688 % Lights and Motorcycles% Lights and Motorcycles 100%100%0%100%100%-100%98.0%0%98.0%98.0%-96.6%100%0%96.7%96.7%-97.6% HeavyHeavy 0 0 0 00 -0 7 0 77 -10 0 0 1010 -17 % Heavy% Heavy 0%0%0%0%0%-0%2.0%0%2.0%2.0%-3.4%0%0%3.3%3.3%-2.4% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 969 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 Midday Peak (12:45 PM - 1:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Oak Forest CirTotal: 662 Total: 681Total: 67Out: 355 Out: 327Out: 23In: 307 In: 354In: 44 296 342 11 12 13 31 7 of 970 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Oak Forest Cir Franklin Turnpike Franklin Turnpike Direction Eastbound Northbound Southbound Time L R U AppApp Ped*L T U AppApp Ped*T R U AppApp Ped*IntInt 2023-05-11 4:45PM 3 6 0 99 0 4 143 0 147147 0 97 1 0 9898 0 254254 5:00PM 3 4 0 77 0 3 156 0 159159 0 105 1 0 106106 0 272272 5:15PM 2 6 0 88 0 4 181 0 185185 0 103 5 0 108108 0 301301 5:30PM 1 3 0 44 0 5 147 0 152152 0 91 5 0 9696 0 252252 TotalTotal 9 19 0 2828 0 16 627 0 643643 0 396 12 0 408408 0 10791079 % Approach% Approach 32.1%67.9%0%---2.5%97.5%0%---97.1%2.9%0%---- % Total% Total 0.8%1.8%0%2.6%2.6%-1.5%58.1%0%59.6%59.6%-36.7%1.1%0%37.8%37.8%-- PHFPHF 0.750 0.792 -0.7780.778 -0.800 0.866 -0.8690.869 -0.943 0.600 -0.9440.944 -0.896 Lights and MotorcyclesLights and Motorcycles 9 19 0 2828 -16 623 0 639639 -393 12 0 405405 -1072 % Lights and Motorcycles% Lights and Motorcycles 100%100%0%100%100%-100%99.4%0%99.4%99.4%-99.2%100%0%99.3%99.3%-99.4% HeavyHeavy 0 0 0 00 -0 4 0 44 -3 0 0 33 -7 % Heavy% Heavy 0%0%0%0%0%-0%0.6%0%0.6%0.6%-0.8%0%0%0.7%0.7%-0.6% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 971 5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC5-Franklin Tpke & Oak Forest Cir (VA23-146) - TMC Thu May 11, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063768, Location: 36.675958, -79.419373 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Oak Forest CirTotal: 1044 Total: 1058Total: 56Out: 636 Out: 415Out: 28In: 408 In: 643In: 28 396 627 12 16 9 19 9 of 972 Study Name 6-Franklin Tpke & Mt Hernon Cir (VA23-146) Project 23-146: Lynchburg Pipeline Studies (VA23-146) Project Code Legs and Movements All Processed Legs & Movements Bin Size 15 minutes Time Zone America/New_York Start Time 2023-05-11 07:00:00 End Time 2023-05-11 18:59:59 Location 6-Franklin Tpke & Mt Hernon Cir (VA23-146) Latitude and Longitude 36.676279,-79.419558 AM Peak (Overall Peak Hour)7:30 AM - 8:30 AM (0.893) Midday Peak 12:45 PM - 1:45 PM (0.914) PM Peak 4:45 PM - 5:45 PM (0.878) 73 Leg Direction Start Time Left Right U-TurnPeds CThru Right U-TurnPeds CLeft Thru U-TurnPeds C 2023-05-11 07:00:00 6 7 0 0 29 2 0 0 4 83 0 0 2023-05-11 07:15:00 13 6 0 0 61 0 0 0 3 88 0 0 2023-05-11 07:30:00 12 10 0 0 93 4 0 0 12 137 0 0 2023-05-11 07:45:00 9 14 0 0 109 7 0 0 10 148 0 0 2023-05-11 08:00:00 15 12 0 0 100 4 0 0 12 169 0 0 2023-05-11 08:15:00 11 3 0 0 47 6 0 0 11 148 0 0 2023-05-11 08:30:00 8 11 0 0 74 2 0 0 4 68 0 0 2023-05-11 08:45:00 3 7 0 0 62 5 0 0 5 90 0 0 2023-05-11 09:00:00 7 4 0 0 56 9 0 0 5 81 0 0 2023-05-11 09:15:00 8 3 0 0 50 9 0 0 2 57 0 0 2023-05-11 09:30:00 2 3 0 0 40 10 0 0 4 75 0 0 2023-05-11 09:45:00 7 3 0 0 56 4 0 0 2 93 0 0 2023-05-11 10:00:00 11 5 0 0 52 7 0 0 8 69 0 0 2023-05-11 10:15:00 7 5 0 0 46 10 0 0 10 101 0 0 2023-05-11 10:30:00 7 6 0 0 60 4 0 0 3 79 0 0 2023-05-11 10:45:00 4 3 0 0 49 7 0 0 9 60 0 0 2023-05-11 11:00:00 10 1 0 0 63 7 0 0 6 67 0 0 2023-05-11 11:15:00 11 4 0 0 54 11 0 0 7 72 0 0 2023-05-11 11:30:00 8 5 0 0 65 5 0 0 9 67 0 0 2023-05-11 11:45:00 15 13 0 0 63 10 0 0 4 67 0 0 2023-05-11 12:00:00 10 5 0 0 78 12 0 0 9 88 0 0 2023-05-11 12:15:00 6 11 0 0 61 11 0 0 6 71 0 0 2023-05-11 12:30:00 5 4 0 0 64 14 0 0 5 65 0 0 2023-05-11 12:45:00 14 9 0 0 75 10 0 0 7 63 0 0 2023-05-11 13:00:00 8 7 0 0 75 9 0 0 11 45 0 0 2023-05-11 13:15:00 5 8 0 0 79 14 0 0 9 78 0 0 2023-05-11 13:30:00 16 9 0 0 74 14 0 0 6 67 0 0 2023-05-11 13:45:00 15 5 0 0 71 8 0 0 4 63 0 0 2023-05-11 14:00:00 9 7 0 0 82 16 0 0 11 76 0 0 2023-05-11 14:15:00 9 5 0 0 85 12 0 0 6 59 0 0 2023-05-11 14:30:00 6 12 0 0 106 15 0 0 5 66 0 0 2023-05-11 14:45:00 8 14 0 0 125 17 0 0 14 76 0 0 2023-05-11 15:00:00 10 12 0 0 104 9 0 0 13 125 0 0 2023-05-11 15:15:00 5 12 0 0 88 11 0 0 14 106 0 0 2023-05-11 15:30:00 15 12 0 0 78 14 0 0 12 113 0 0 2023-05-11 15:45:00 12 10 0 0 89 12 0 0 13 100 0 0 2023-05-11 16:00:00 9 8 0 0 99 14 0 0 5 93 0 0 2023-05-11 16:15:00 15 6 0 0 108 15 1 0 12 63 0 0 2023-05-11 16:30:00 16 10 0 0 101 13 0 0 13 86 0 0 2023-05-11 16:45:00 6 9 0 0 130 19 0 0 13 87 0 0 2023-05-11 17:00:00 7 6 0 0 135 18 0 0 9 98 0 0 2023-05-11 17:15:00 20 12 0 0 168 15 0 0 13 87 0 0 2023-05-11 17:30:00 8 7 0 0 132 16 0 0 8 83 0 0 2023-05-11 17:45:00 14 6 0 0 112 11 0 0 22 81 0 0 2023-05-11 18:00:00 8 11 0 0 108 18 1 0 13 96 0 0 2023-05-11 18:15:00 3 11 0 0 117 8 0 0 7 58 1 0 2023-05-11 18:30:00 8 7 0 0 87 6 0 0 8 82 0 0 2023-05-11 18:45:00 8 5 0 0 95 9 0 0 4 56 0 0 Mt Hermon Cir Franklin Turnpike Franklin Turnpike Westbound Northbound Southbound 74 Leg Direction Start Time Left Right U-TurnPeds CThru Right U-TurnPeds CLeft Thru U-TurnPeds C 2023-05-11 07:00:00 0 0 0 0 1 0 0 0 1 1 0 0 2023-05-11 07:15:00 0 0 0 0 2 1 0 0 0 5 0 0 2023-05-11 07:30:00 0 1 0 0 4 4 0 0 1 2 0 0 2023-05-11 07:45:00 0 0 0 0 3 1 0 0 1 3 0 0 2023-05-11 08:00:00 1 0 0 0 5 0 0 0 0 0 0 0 2023-05-11 08:15:00 0 0 0 0 2 0 0 0 0 5 0 0 2023-05-11 08:30:00 0 0 0 0 0 0 0 0 0 2 0 0 2023-05-11 08:45:00 0 0 0 0 1 0 0 0 0 1 0 0 2023-05-11 09:00:00 0 0 0 0 5 0 0 0 0 1 0 0 2023-05-11 09:15:00 0 0 0 0 0 0 0 0 0 0 0 0 2023-05-11 09:30:00 0 0 0 0 2 0 0 0 0 2 0 0 2023-05-11 09:45:00 0 1 0 0 1 0 0 0 0 0 0 0 2023-05-11 10:00:00 0 0 0 0 3 0 0 0 1 1 0 0 2023-05-11 10:15:00 0 1 0 0 2 0 0 0 0 2 0 0 2023-05-11 10:30:00 0 0 0 0 1 0 0 0 0 2 0 0 2023-05-11 10:45:00 0 0 0 0 0 0 0 0 0 2 0 0 2023-05-11 11:00:00 0 0 0 0 1 0 0 0 0 0 0 0 2023-05-11 11:15:00 0 0 0 0 2 0 0 0 0 0 0 0 2023-05-11 11:30:00 0 0 0 0 1 0 0 0 0 2 0 0 2023-05-11 11:45:00 0 0 0 0 0 0 0 0 0 0 0 0 2023-05-11 12:00:00 0 1 0 0 0 0 0 0 0 2 0 0 2023-05-11 12:15:00 0 0 0 0 1 0 0 0 0 1 0 0 2023-05-11 12:30:00 0 0 0 0 0 0 0 0 0 0 0 0 2023-05-11 12:45:00 0 1 0 0 1 0 0 0 0 1 0 0 2023-05-11 13:00:00 0 0 0 0 1 0 0 0 1 3 0 0 2023-05-11 13:15:00 0 0 0 0 3 0 0 0 0 4 0 0 2023-05-11 13:30:00 0 0 0 0 2 0 0 0 1 1 0 0 2023-05-11 13:45:00 0 0 0 0 2 0 0 0 0 1 0 0 2023-05-11 14:00:00 0 0 0 0 4 1 0 0 0 2 0 0 2023-05-11 14:15:00 0 0 0 0 1 1 0 0 0 3 0 0 2023-05-11 14:30:00 0 0 0 0 2 0 0 0 0 0 0 0 2023-05-11 14:45:00 2 1 0 0 3 1 0 0 2 5 0 0 2023-05-11 15:00:00 1 0 0 0 3 0 0 0 1 3 0 0 2023-05-11 15:15:00 0 0 0 0 1 0 0 0 2 1 0 0 2023-05-11 15:30:00 1 0 0 0 5 0 0 0 0 1 0 0 2023-05-11 15:45:00 0 2 0 0 3 1 0 0 0 2 0 0 2023-05-11 16:00:00 0 0 0 0 1 0 0 0 0 1 0 0 2023-05-11 16:15:00 0 0 0 0 2 0 0 0 0 1 0 0 2023-05-11 16:30:00 0 0 0 0 1 0 0 0 0 0 0 0 2023-05-11 16:45:00 0 0 0 0 0 0 0 0 0 0 0 0 2023-05-11 17:00:00 0 0 0 0 1 0 0 0 0 0 0 0 2023-05-11 17:15:00 1 0 0 0 1 0 0 0 0 0 0 0 2023-05-11 17:30:00 1 0 0 0 2 0 0 0 0 1 0 0 2023-05-11 17:45:00 0 0 0 0 0 0 0 0 0 1 0 0 2023-05-11 18:00:00 0 0 0 0 2 0 0 0 0 0 0 0 2023-05-11 18:15:00 0 0 0 0 2 0 0 0 0 0 0 0 2023-05-11 18:30:00 0 0 0 0 0 0 0 0 0 0 0 0 2023-05-11 18:45:00 0 0 0 0 0 0 0 0 0 0 0 0 Mt Hermon Cir Franklin Turnpike Franklin Turnpike Westbound Northbound Southbound 75 LegDirection Start Time Left Right U-Turn App Total Peds Thru Right U-Turn App Total Peds Left Thru U-Turn App Total Peds Int Total 2023-05-11 07:00:00 6 7 0 13 0 30 2 0 32 0 5 84 0 89 0 134 2023-05-11 07:15:00 13 6 0 19 0 63 1 0 64 0 3 93 0 96 0 179 2023-05-11 07:30:00 12 11 0 23 0 97 8 0 105 0 13 139 0 152 0 280 2023-05-11 07:45:00 9 14 0 23 0 112 8 0 120 0 11 151 0 162 0 305 2023-05-11 08:00:00 16 12 0 28 0 105 4 0 109 0 12 169 0 181 0 318 2023-05-11 08:15:00 11 3 0 14 0 49 6 0 55 0 11 153 0 164 0 233 2023-05-11 08:30:00 8 11 0 19 0 74 2 0 76 0 4 70 0 74 0 169 2023-05-11 08:45:00 3 7 0 10 0 63 5 0 68 0 5 91 0 96 0 174 2023-05-11 09:00:00 7 4 0 11 0 61 9 0 70 0 5 82 0 87 0 168 2023-05-11 09:15:00 8 3 0 11 0 50 9 0 59 0 2 57 0 59 0 129 2023-05-11 09:30:00 2 3 0 5 0 42 10 0 52 0 4 77 0 81 0 138 2023-05-11 09:45:00 7 4 0 11 0 57 4 0 61 0 2 93 0 95 0 167 2023-05-11 10:00:00 11 5 0 16 0 55 7 0 62 0 9 70 0 79 0 157 2023-05-11 10:15:00 7 6 0 13 0 48 10 0 58 0 10 103 0 113 0 184 2023-05-11 10:30:00 7 6 0 13 0 61 4 0 65 0 3 81 0 84 0 162 2023-05-11 10:45:00 4 3 0 7 0 49 7 0 56 0 9 62 0 71 0 134 2023-05-11 11:00:00 10 1 0 11 0 64 7 0 71 0 6 67 0 73 0 155 2023-05-11 11:15:00 11 4 0 15 0 56 11 0 67 0 7 72 0 79 0 161 2023-05-11 11:30:00 8 5 0 13 0 66 5 0 71 0 9 69 0 78 0 162 2023-05-11 11:45:00 15 13 0 28 0 63 10 0 73 0 4 67 0 71 0 172 2023-05-11 12:00:00 10 6 0 16 0 78 12 0 90 0 9 90 0 99 0 205 2023-05-11 12:15:00 6 11 0 17 0 62 11 0 73 0 6 72 0 78 0 168 2023-05-11 12:30:00 5 4 0 9 0 64 14 0 78 0 5 65 0 70 0 157 2023-05-11 12:45:00 14 10 0 24 0 76 10 0 86 0 7 64 0 71 0 181 2023-05-11 13:00:00 8 7 0 15 0 76 9 0 85 0 12 48 0 60 0 160 2023-05-11 13:15:00 5 8 0 13 0 82 14 0 96 0 9 82 0 91 0 200 2023-05-11 13:30:00 16 9 0 25 0 76 14 0 90 0 7 68 0 75 0 190 2023-05-11 13:45:00 15 5 0 20 0 73 8 0 81 0 4 64 0 68 0 169 2023-05-11 14:00:00 9 7 0 16 0 86 17 0 103 0 11 78 0 89 0 208 2023-05-11 14:15:00 9 5 0 14 0 86 13 0 99 0 6 62 0 68 0 181 2023-05-11 14:30:00 6 12 0 18 0 108 15 0 123 0 5 66 0 71 0 212 2023-05-11 14:45:00 10 15 0 25 0 128 18 0 146 0 16 81 0 97 0 268 2023-05-11 15:00:00 11 12 0 23 0 107 9 0 116 0 14 128 0 142 0 281 2023-05-11 15:15:00 5 12 0 17 0 89 11 0 100 0 16 107 0 123 0 240 2023-05-11 15:30:00 16 12 0 28 0 83 14 0 97 0 12 114 0 126 0 251 2023-05-11 15:45:00 12 12 0 24 1 92 13 0 105 0 13 102 0 115 0 244 2023-05-11 16:00:00 9 8 0 17 0 100 14 0 114 0 5 94 0 99 0 230 2023-05-11 16:15:00 15 6 0 21 0 110 15 1 126 0 12 64 0 76 0 223 2023-05-11 16:30:00 16 10 0 26 0 102 13 0 115 0 13 86 0 99 0 240 2023-05-11 16:45:00 6 9 0 15 0 130 19 0 149 0 13 87 0 100 0 264 2023-05-11 17:00:00 7 6 0 13 0 136 18 0 154 0 9 98 0 107 0 274 2023-05-11 17:15:00 21 12 0 33 0 169 15 0 184 0 13 87 0 100 0 317 2023-05-11 17:30:00 9 7 0 16 0 134 16 0 150 0 8 84 0 92 0 258 2023-05-11 17:45:00 14 6 0 20 0 112 11 0 123 0 22 82 0 104 0 247 2023-05-11 18:00:00 8 11 0 19 1 110 18 1 129 0 13 96 0 109 0 257 2023-05-11 18:15:00 3 11 0 14 0 119 8 0 127 0 7 58 1 66 0 207 Mt Hermon Cir Franklin Turnpike Franklin TurnpikeWestboundNorthboundSouthbound 76 2023-05-11 18:30:00 8 7 0 15 0 87 6 0 93 0 8 82 0 90 0 198 2023-05-11 18:45:00 8 5 0 13 0 95 9 0 104 0 4 56 0 60 0 177 Grand Total 456 373 0 829 2 4035 493 2 4530 0 413 4115 1 4529 0 9888 % Approach 55.0%45.0%0.0%89.1%10.9%0.0%9.1%90.9%0.0% % Total 4.6%3.8%0.0%8.4%40.8%5.0%0.0%45.8%4.2%41.6%0.0%45.8% Lights and Motorcycles 449 365 0 814 3955 483 2 4440 402 4050 1 4453 9707 % Lights and Motorcycl 98.5%97.9%0.0%98.2%98.0%98.0%100.0%98.0%97.3%98.4%100.0%98.3%98.2% Heavy 7 8 0 15 80 10 0 90 11 65 0 76 181 % Heavy 1.5%2.1%0.0%1.8%2.0%2.0%0.0%2.0%2.7%1.6%0.0%1.7%1.8% Pedestrians 2 0 0 % Pedestrians ######### Bicycles on Crosswalk 0 0 0 % Bicycles on Crosswalk ######### 77 LegDirectionStart Time Left Right U-Turn App Total Peds CW Peds CCW Thru Right U-Turn App Total Peds CW Peds CCW Left Thru U-Turn App Total Peds CW Peds CCW Int Total 2023-05-11 07:30:00 12 11 0 23 0 0 97 8 0 105 0 0 13 139 0 152 0 0 2802023-05-11 07:45:00 9 14 0 23 0 0 112 8 0 120 0 0 11 151 0 162 0 0 3052023-05-11 08:00:00 16 12 0 28 0 0 105 4 0 109 0 0 12 169 0 181 0 0 3182023-05-11 08:15:00 11 3 0 14 0 0 49 6 0 55 0 0 11 153 0 164 0 0 233Grand Total 48 40 0 88 0 0 363 26 0 389 0 0 47 612 0 659 0 0 1136% Approach 54.5%45.5%0.0%93.3%6.7%0.0%7.1%92.9%0.0%% Total 4.2%3.5%0.0%7.7%32.0%2.3%0.0%34.2%4.1%53.9%0.0%58.0%PHF (7:30 AM - 8:30 AM)0.75 0.714 0 0.786 0.81 0.813 0 0.81 0.904 0.905 0 0.91 0.893Lights and Motorcycles 47 39 0 86 349 21 0 370 45 602 0 647 1103 % Lights and Motorcycles 97.9%97.5%0.0%97.7%96.1%80.8%0.0%95.1%95.7%98.4%0.0%98.2%97.1% Heavy 1 1 0 2 14 5 0 19 2 10 0 12 33 % Heavy 2.1%2.5%0.0%2.3%3.9%19.2%0.0%4.9%4.3%1.6%0.0%1.8%2.9% Pedestrians 0 0 0 0 0 0% Pedestrians 0.0%0.0%0.0%0.0%0.0%0.0%Bicycles on Crosswalk 0 0 0 0 0 0% Bicycles on Crosswalk 0.0%0.0%0.0%0.0%0.0%0.0% Mt Hermon Cir Franklin Turnpike Franklin TurnpikeWestboundNorthboundSouthbound 78 LegDirectionStart Time Left Right U-Turn App Total Peds CW Peds CCW Thru Right U-Turn App Total Peds CW Peds CCW Left Thru U-Turn App Total Peds CW Peds CCW Int Total 2023-05-11 12:45:00 14 10 0 24 0 0 76 10 0 86 0 0 7 64 0 71 0 0 181 2023-05-11 13:00:00 8 7 0 15 0 0 76 9 0 85 0 0 12 48 0 60 0 0 160 2023-05-11 13:15:00 5 8 0 13 0 0 82 14 0 96 0 0 9 82 0 91 0 0 200 2023-05-11 13:30:00 16 9 0 25 0 0 76 14 0 90 0 0 7 68 0 75 0 0 190Grand Total 43 34 0 77 0 0 310 47 0 357 0 0 35 262 0 297 0 0 731% Approach 55.8%44.2%0.0%86.8%13.2%0.0%11.8%88.2%0.0%% Total 5.9%4.7%0.0%10.5%42.4%6.4%0.0%48.8%4.8%35.8%0.0%40.6%PHF (12:45 PM - 1:45 PM)0.672 0.85 0 0.77 0.945 0.839 0 0.93 0.729 0.799 0 0.816 0.914Lights and Motorcycles 43 33 0 76 303 47 0 350 33 253 0 286 712% Lights and Motorcycles 100.0%97.1%0.0%98.7%97.7%100.0%0.0%98.0%94.3%96.6%0.0%96.3%97.4%Heavy 0 1 0 1 7 0 0 7 2 9 0 11 19% Heavy 0.0%2.9%0.0%1.3%2.3%0.0%0.0%2.0%5.7%3.4%0.0%3.7%2.6%Pedestrians 0 0 0 0 0 0% Pedestrians 0.0%0.0%0.0%0.0%0.0%0.0%Bicycles on Crosswalk 0 0 0 0 0 0% Bicycles on Crosswalk 0.0%0.0%0.0%0.0%0.0%0.0% Mt Hermon Cir Franklin Turnpike Franklin TurnpikeWestboundNorthboundSouthbound 79 LegDirectionStart Time Left Right U-Turn App Total Peds CW Peds CCW Thru Right U-Turn App Total Peds CW Peds CCW Left Thru U-Turn App Total Peds CW Peds CCW Int Total 2023-05-11 16:45:00 6 9 0 15 0 0 130 19 0 149 0 0 13 87 0 100 0 0 2642023-05-11 17:00:00 7 6 0 13 0 0 136 18 0 154 0 0 9 98 0 107 0 0 2742023-05-11 17:15:00 21 12 0 33 0 0 169 15 0 184 0 0 13 87 0 100 0 0 3172023-05-11 17:30:00 9 7 0 16 0 0 134 16 0 150 0 0 8 84 0 92 0 0 258Grand Total 43 34 0 77 0 0 569 68 0 637 0 0 43 356 0 399 0 0 1113% Approach 55.8%44.2%0.0%89.3%10.7%0.0%10.8%89.2%0.0%% Total 3.9%3.1%0.0%6.9%51.1%6.1%0.0%57.2%3.9%32.0%0.0%35.8%PHF (4:45 PM - 5:45 PM)0.512 0.708 0 0.583 0.842 0.895 0 0.865 0.827 0.908 0 0.932 0.878Lights and Motorcycles 41 34 0 75 565 68 0 633 43 355 0 398 1106 % Lights and Motorcycles 95.3%100.0%0.0%97.4%99.3%100.0%0.0%99.4%100.0%99.7%0.0%99.7%99.4% Heavy 2 0 0 2 4 0 0 4 0 1 0 1 7 % Heavy 4.7%0.0%0.0%2.6%0.7%0.0%0.0%0.6%0.0%0.3%0.0%0.3%0.6% Pedestrians 0 0 0 0 0 0% Pedestrians 0.0%0.0%0.0%0.0%0.0%0.0%Bicycles on Crosswalk 0 0 0 0 0 0% Bicycles on Crosswalk 0.0%0.0%0.0%0.0%0.0%0.0% Mt Hermon Cir Franklin Turnpike Franklin TurnpikeWestboundNorthboundSouthbound 80 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Business Driveway Franklin Turnpike Ridgecrest Dr Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 7:00AM 2 101 0 0 103103 0 1 0 0 0 11 0 0 49 3 0 5252 0 11 0 7 0 1818 0 174174 7:15AM 5 134 0 0 139139 0 0 0 0 0 00 2 0 71 3 0 7474 0 12 0 18 0 3030 0 243243 7:30AM 3 181 0 0 184184 0 0 0 0 0 00 0 0 102 5 0 107107 0 14 0 21 0 3535 0 326326 7:45AM 6 193 0 0 199199 0 0 0 0 0 00 0 4 121 2 0 127127 0 19 0 22 0 4141 0 367367 Hourly Total 16 609 0 0 625625 0 1 0 0 0 11 2 4 343 13 0 360360 0 56 0 68 0 124124 0 11101110 8:00AM 5 200 0 0 205205 0 0 0 0 0 00 0 1 83 4 0 8888 0 8 1 7 0 1616 0 309309 8:15AM 8 148 1 0 157157 0 0 0 0 0 00 0 0 58 5 0 6363 0 7 0 8 0 1515 0 235235 8:30AM 2 125 0 0 127127 0 0 0 0 0 00 0 1 61 3 0 6565 0 7 0 2 0 99 0 201201 8:45AM 1 102 0 0 103103 0 0 0 0 0 00 4 0 53 4 0 5757 0 7 0 4 0 1111 0 171171 Hourly Total 16 575 1 0 592592 0 0 0 0 0 00 4 2 255 16 0 273273 0 29 1 21 0 5151 0 916916 9:00AM 3 111 0 0 114114 0 0 0 0 0 00 1 0 55 1 0 5656 0 5 0 5 0 1010 0 180180 9:15AM 5 86 0 0 9191 0 0 0 0 0 00 0 0 55 2 0 5757 0 3 0 6 0 99 0 157157 9:30AM 5 83 0 0 8888 0 0 0 1 0 11 0 1 79 3 0 8383 0 4 0 4 0 88 0 180180 9:45AM 2 91 0 0 9393 0 0 0 0 0 00 0 0 59 3 0 6262 0 4 0 3 0 77 0 162162 Hourly Total 15 371 0 0 386386 0 0 0 1 0 11 1 1 248 9 0 258258 0 16 0 18 0 3434 0 679679 10:00AM 4 98 0 0 102102 0 0 0 0 0 00 0 0 73 4 0 7777 0 7 0 5 0 1212 0 191191 10:15AM 5 66 0 0 7171 0 0 0 0 0 00 0 0 82 0 0 8282 0 6 0 1 0 77 0 160160 10:30AM 1 109 0 0 110110 0 0 0 0 0 00 1 0 62 5 0 6767 0 7 0 3 0 1010 1 187187 10:45AM 3 90 0 0 9393 0 0 0 0 0 00 1 0 81 4 1 8686 0 3 0 5 0 88 0 187187 Hourly Total 13 363 0 0 376376 0 0 0 0 0 00 2 0 298 13 1 312312 0 23 0 14 0 3737 1 725725 11:00AM 0 78 0 0 7878 0 0 0 0 0 00 0 0 76 6 0 8282 0 3 0 10 0 1313 1 173173 11:15AM 3 89 0 0 9292 0 0 0 0 0 00 0 0 80 9 0 8989 0 11 0 3 0 1414 0 195195 11:30AM 2 86 0 0 8888 0 0 0 2 0 22 0 0 90 7 0 9797 0 7 0 2 0 99 0 196196 11:45AM 3 95 0 0 9898 0 0 0 1 0 11 0 0 92 6 0 9898 0 3 0 12 0 1515 0 212212 Hourly Total 8 348 0 0 356356 0 0 0 3 0 33 0 0 338 28 0 366366 0 24 0 27 0 5151 1 776776 12:00PM 5 111 0 0 116116 0 1 0 1 0 22 0 1 93 7 0 101101 0 10 0 3 0 1313 0 232232 12:15PM 0 100 0 0 100100 0 0 1 0 0 11 0 0 110 6 0 116116 0 2 0 5 0 77 0 224224 12:30PM 4 94 0 0 9898 0 0 0 1 0 11 0 1 101 6 0 108108 0 7 0 4 0 1111 2 218218 12:45PM 3 105 0 0 108108 0 0 0 1 0 11 0 1 104 7 0 112112 0 2 0 2 0 44 0 225225 Hourly Total 12 410 0 0 422422 0 1 1 3 0 55 0 3 408 26 0 437437 0 21 0 14 0 3535 2 899899 1:00PM 5 108 0 0 113113 0 0 0 0 0 00 0 1 107 2 0 110110 0 3 1 3 0 77 0 230230 1:15PM 3 101 0 0 104104 0 0 0 0 0 00 0 0 107 9 0 116116 0 4 0 1 0 55 0 225225 1:30PM 2 104 0 0 106106 0 0 0 0 0 00 0 1 98 5 0 104104 0 6 0 5 0 1111 0 221221 1:45PM 1 96 0 0 9797 0 0 0 1 0 11 0 1 102 4 0 107107 0 2 0 2 0 44 0 209209 Hourly Total 11 409 0 0 420420 0 0 0 1 0 11 0 3 414 20 0 437437 0 15 1 11 0 2727 0 885885 2:00PM 7 93 0 0 100100 0 0 0 0 0 00 0 0 112 8 0 120120 0 9 0 4 0 1313 0 233233 2:15PM 7 81 0 0 8888 0 0 0 0 0 00 0 0 106 4 1 111111 0 6 0 10 0 1616 0 215215 2:30PM 5 107 0 0 112112 0 0 0 1 0 11 0 0 132 5 0 137137 0 6 0 3 0 99 0 259259 2:45PM 5 99 0 0 104104 0 0 0 0 0 00 0 0 119 5 0 124124 0 6 0 10 0 1616 0 244244 Hourly Total 24 380 0 0 404404 0 0 0 1 0 11 0 0 469 22 1 492492 0 27 0 27 0 5454 0 951951 3:00PM 6 126 0 0 132132 0 0 0 0 0 00 0 1 116 6 0 123123 0 7 0 6 0 1313 0 268268 3:15PM 13 120 0 0 133133 0 0 0 0 0 00 0 0 122 8 0 130130 0 4 0 3 0 77 0 270270 3:30PM 11 112 0 0 123123 0 0 0 0 0 00 0 0 142 14 0 156156 0 8 0 3 0 1111 0 290290 3:45PM 3 104 0 0 107107 0 0 0 0 0 00 0 0 126 19 0 145145 0 9 0 10 0 1919 0 271271 Hourly Total 33 462 0 0 495495 0 0 0 0 0 00 0 1 506 47 0 554554 0 28 0 22 0 5050 0 10991099 4:00PM 7 109 0 0 116116 0 0 0 0 0 00 0 0 144 13 0 157157 0 7 0 4 0 1111 0 284284 4:15PM 9 108 0 0 117117 0 0 0 0 0 00 0 0 149 16 0 165165 0 3 0 6 0 99 0 291291 4:30PM 5 104 0 0 109109 0 0 0 0 0 00 0 0 151 8 0 159159 0 8 0 9 0 1717 0 285285 4:45PM 8 117 0 0 125125 0 0 0 2 0 22 0 1 186 13 0 200200 0 8 0 6 0 1414 0 341341 Hourly Total 29 438 0 0 467467 0 0 0 2 0 22 0 1 630 50 0 681681 0 26 0 25 0 5151 0 12011201 5:00PM 4 126 0 0 130130 0 0 0 1 0 11 0 0 175 11 0 186186 0 11 0 3 0 1414 0 331331 5:15PM 7 134 0 0 141141 0 0 0 3 0 33 0 0 211 9 0 220220 0 10 0 6 0 1616 0 380380 5:30PM 17 99 0 0 116116 0 0 0 1 0 11 0 0 184 12 0 196196 0 10 0 11 0 2121 0 334334 5:45PM 5 115 0 0 120120 0 2 0 0 0 22 0 0 139 6 0 145145 0 3 0 4 0 77 0 274274 Hourly Total 33 474 0 0 507507 0 2 0 5 0 77 0 0 709 38 0 747747 0 34 0 24 0 5858 0 13191319 6:00PM 5 104 0 0 109109 0 0 0 0 0 00 0 0 132 8 0 140140 0 4 0 4 0 88 0 257257 6:15PM 6 90 0 0 9696 0 0 0 0 0 00 0 0 129 15 0 144144 0 4 0 7 0 1111 0 251251 1 of 981 6:30PM 5 77 0 0 8282 0 0 0 0 0 00 0 0 108 6 0 114114 0 9 0 4 0 1313 0 209209 6:45PM 0 93 0 0 9393 0 0 0 0 0 00 0 0 94 5 0 9999 0 6 0 3 0 99 0 201201 Hourly Total 16 364 0 0 380380 0 0 0 0 0 00 0 0 463 34 0 497497 0 23 0 18 0 4141 0 918918 TotalTotal 226 5203 1 0 54305430 0 4 1 16 0 2121 9 15 5081 316 2 54145414 0 322 2 289 0 613613 4 1147811478 % Approach% Approach 4.2%95.8%0%0%---19.0%4.8%76.2%0%---0.3%93.8%5.8%0%---52.5%0.3%47.1%0%---- % Total% Total 2.0%45.3%0%0%47.3%47.3%-0%0%0.1%0%0.2%0.2%-0.1%44.3%2.8%0%47.2%47.2%-2.8%0%2.5%0%5.3%5.3%-- Lights and MotorcyclesLights and Motorcycles 219 5104 1 0 53245324 -4 1 16 0 2121 -15 4963 313 2 52935293 -319 2 282 0 603603 -11241 % Lights and% Lights and MotorcyclesMotorcycles 96.9%98.1%100%0%98.0%98.0%-100%100%100%0%100%100%-100%97.7%99.1%100%97.8%97.8%-99.1%100%97.6%0%98.4%98.4%-97.9% HeavyHeavy 7 99 0 0 106106 -0 0 0 0 00 -0 118 3 0 121121 -3 0 7 0 1010 -237 % Heavy% Heavy 3.1%1.9%0%0%2.0%2.0%-0%0%0%0%0%0%-0%2.3%0.9%0%2.2%2.2%-0.9%0%2.4%0%1.6%1.6%-2.1% Pedestrians -----0 -----9 -----0 -----3 % Pedestrians -----------100%-----------75.0%- Bicycles on Crosswalk -----0 -----0 -----0 -----1 % Bicycles on Crosswalk -----------0%-----------25.0%- Leg Franklin Turnpike Business Driveway Franklin Turnpike Ridgecrest Dr Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 982 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Ridgecrest DrTotal: 10804 Total: 10957 Total: 39Total: 1156Out: 5374 Out: 5543 Out: 18Out: 543In: 5430 In: 5414 In: 21In: 613 5203 1 5081 2 1 226 4 16 15 2 316 289 322 54223 of 983 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Business Driveway Franklin Turnpike Ridgecrest Dr Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 7:15AM 5 134 0 0 139139 0 0 0 0 0 00 2 0 71 3 0 7474 0 12 0 18 0 3030 0 243243 7:30AM 3 181 0 0 184184 0 0 0 0 0 00 0 0 102 5 0 107107 0 14 0 21 0 3535 0 326326 7:45AM 6 193 0 0 199199 0 0 0 0 0 00 0 4 121 2 0 127127 0 19 0 22 0 4141 0 367367 8:00AM 5 200 0 0 205205 0 0 0 0 0 00 0 1 83 4 0 8888 0 8 1 7 0 1616 0 309309 TotalTotal 19 708 0 0 727727 0 0 0 0 0 00 2 5 377 14 0 396396 0 53 1 68 0 122122 0 12451245 % Approach% Approach 2.6%97.4%0%0%---0%0%0%0%---1.3%95.2%3.5%0%---43.4%0.8%55.7%0%---- % Total% Total 1.5%56.9%0%0%58.4%58.4%-0%0%0%0%0%0%-0.4%30.3%1.1%0%31.8%31.8%-4.3%0.1%5.5%0%9.8%9.8%-- PHFPHF 0.792 0.885 --0.8870.887 --------0.313 0.779 0.700 -0.7800.780 -0.697 0.250 0.773 -0.7440.744 -0.848 Lights and MotorcyclesLights and Motorcycles 17 697 0 0 714714 -0 0 0 0 00 -5 358 14 0 377377 -53 1 68 0 122122 -1213 % Lights and Motorcycles% Lights and Motorcycles 89.5%98.4%0%0%98.2%98.2%-0%0%0%0%---100%95.0%100%0%95.2%95.2%-100%100%100%0%100%100%-97.4% HeavyHeavy 2 11 0 0 1313 -0 0 0 0 00 -0 19 0 0 1919 -0 0 0 0 00 -32 % Heavy% Heavy 10.5%1.6%0%0%1.8%1.8%-0%0%0%0%---0%5.0%0%0%4.8%4.8%-0%0%0%0%0%0%-2.6% Pedestrians -----0 -----2 -----0 -----0 % Pedestrians -----------100%------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk -----------0%------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 984 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Ridgecrest DrTotal: 1172 Total: 1157Total: 155Total: 6Out: 445 Out: 761Out: 33Out: 6In: 727 In: 396In: 122In: 0 708 377 1 19 5 14 68 53 115 of 985 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 Midday Peak (12:45 PM - 1:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Business Driveway Franklin Turnpike Ridgecrest Dr Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 12:45PM 3 105 0 0 108108 0 0 0 1 0 11 0 1 104 7 0 112112 0 2 0 2 0 44 0 225225 1:00PM 5 108 0 0 113113 0 0 0 0 0 00 0 1 107 2 0 110110 0 3 1 3 0 77 0 230230 1:15PM 3 101 0 0 104104 0 0 0 0 0 00 0 0 107 9 0 116116 0 4 0 1 0 55 0 225225 1:30PM 2 104 0 0 106106 0 0 0 0 0 00 0 1 98 5 0 104104 0 6 0 5 0 1111 0 221221 TotalTotal 13 418 0 0 431431 0 0 0 1 0 11 0 3 416 23 0 442442 0 15 1 11 0 2727 0 901901 % Approach% Approach 3.0%97.0%0%0%---0%0%100%0%---0.7%94.1%5.2%0%---55.6%3.7%40.7%0%---- % Total% Total 1.4%46.4%0%0%47.8%47.8%-0%0%0.1%0%0.1%0.1%-0.3%46.2%2.6%0%49.1%49.1%-1.7%0.1%1.2%0%3.0%3.0%-- PHFPHF 0.650 0.968 --0.9540.954 ---0.250 -0.2500.250 -0.750 0.972 0.639 -0.9530.953 -0.625 0.250 0.550 -0.6140.614 -0.979 Lights and MotorcyclesLights and Motorcycles 13 413 0 0 426426 -0 0 1 0 11 -3 406 23 0 432432 -15 1 10 0 2626 -885 % Lights and% Lights and MotorcyclesMotorcycles 100%98.8%0%0%98.8%98.8%-0%0%100%0%100%100%-100%97.6%100%0%97.7%97.7%-100%100%90.9%0%96.3%96.3%-98.2% HeavyHeavy 0 5 0 0 55 -0 0 0 0 00 -0 10 0 0 1010 -0 0 1 0 11 -16 % Heavy% Heavy 0%1.2%0%0%1.2%1.2%-0%0%0%0%0%0%-0%2.4%0%0%2.3%2.3%-0%0%9.1%0%3.7%3.7%-1.8% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 986 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 Midday Peak (12:45 PM - 1:45 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Ridgecrest DrTotal: 858 Total: 876Total: 63Total: 5Out: 427 Out: 434Out: 36Out: 4In: 431 In: 442In: 27In: 1 418 416 1 13 1 3 23 11 15 7 of 987 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Business Driveway Franklin Turnpike Ridgecrest Dr Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 4:45PM 8 117 0 0 125125 0 0 0 2 0 22 0 1 186 13 0 200200 0 8 0 6 0 1414 0 341341 5:00PM 4 126 0 0 130130 0 0 0 1 0 11 0 0 175 11 0 186186 0 11 0 3 0 1414 0 331331 5:15PM 7 134 0 0 141141 0 0 0 3 0 33 0 0 211 9 0 220220 0 10 0 6 0 1616 0 380380 5:30PM 17 99 0 0 116116 0 0 0 1 0 11 0 0 184 12 0 196196 0 10 0 11 0 2121 0 334334 TotalTotal 36 476 0 0 512512 0 0 0 7 0 77 0 1 756 45 0 802802 0 39 0 26 0 6565 0 13861386 % Approach% Approach 7.0%93.0%0%0%---0%0%100%0%---0.1%94.3%5.6%0%---60.0%0%40.0%0%---- % Total% Total 2.6%34.3%0%0%36.9%36.9%-0%0%0.5%0%0.5%0.5%-0.1%54.5%3.2%0%57.9%57.9%-2.8%0%1.9%0%4.7%4.7%-- PHFPHF 0.529 0.888 --0.9080.908 ---0.583 -0.5830.583 -0.250 0.896 0.865 -0.9110.911 -0.886 -0.591 -0.7740.774 -0.912 Lights and MotorcyclesLights and Motorcycles 36 471 0 0 507507 -0 0 7 0 77 -1 751 45 0 797797 -38 0 25 0 6363 -1374 % Lights and Motorcycles% Lights and Motorcycles 100%98.9%0%0%99.0%99.0%-0%0%100%0%100%100%-100%99.3%100%0%99.4%99.4%-97.4%0%96.2%0%96.9%96.9%-99.1% HeavyHeavy 0 5 0 0 55 -0 0 0 0 00 -0 5 0 0 55 -1 0 1 0 22 -12 % Heavy% Heavy 0%1.1%0%0%1.0%1.0%-0%0%0%0%0%0%-0%0.7%0%0%0.6%0.6%-2.6%0%3.8%0%3.1%3.1%-0.9% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 988 4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC4-Franklin Turnpike & Ridgecrest Dr (VA23-23… - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101289, Location: 36.664337, -79.414663 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Ridgecrest DrTotal: 1294 Total: 1324Total: 146Total: 8Out: 782 Out: 522Out: 81Out: 1In: 512 In: 802In: 65In: 7 476 756 36 7 1 45 26 39 9 of 989 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Jeanette Dr Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 7:00AM 3 108 0 111111 0 41 6 0 4747 0 26 8 0 3434 0 192192 7:15AM 8 140 0 148148 0 63 8 0 7171 0 28 8 0 3636 0 255255 7:30AM 3 195 0 198198 0 92 2 0 9494 0 28 19 0 4747 0 339339 7:45AM 5 203 0 208208 0 94 3 0 9797 0 28 24 0 5252 0 357357 Hourly Total 19 646 0 665665 0 290 19 0 309309 0 110 59 0 169169 0 11431143 8:00AM 12 193 0 205205 0 72 8 0 8080 0 22 8 0 3030 0 315315 8:15AM 7 146 0 153153 0 52 5 0 5757 0 23 6 0 2929 0 239239 8:30AM 7 127 0 134134 0 55 3 0 5858 0 15 7 0 2222 0 214214 8:45AM 6 97 0 103103 0 51 5 0 5656 0 16 6 0 2222 0 181181 Hourly Total 32 563 0 595595 0 230 21 0 251251 0 76 27 0 103103 0 949949 9:00AM 3 114 0 117117 0 50 7 0 5757 0 10 2 0 1212 0 186186 9:15AM 5 84 0 8989 0 52 9 0 6161 0 15 3 0 1818 0 168168 9:30AM 4 85 0 8989 0 73 10 0 8383 0 14 8 0 2222 0 194194 9:45AM 4 91 0 9595 0 59 4 0 6363 0 15 5 0 2020 0 178178 Hourly Total 16 374 0 390390 0 234 30 0 264264 0 54 18 0 7272 0 726726 10:00AM 5 102 0 107107 0 69 11 0 8080 0 8 5 0 1313 0 200200 10:15AM 0 72 0 7272 0 79 7 0 8686 0 9 1 0 1010 0 168168 10:30AM 10 105 0 115115 0 68 9 0 7777 0 15 7 0 2222 1 214214 10:45AM 6 89 0 9595 0 76 9 0 8585 0 8 5 0 1313 0 193193 Hourly Total 21 368 0 389389 0 292 36 0 328328 0 40 18 0 5858 1 775775 11:00AM 1 80 0 8181 0 78 8 0 8686 0 11 4 0 1515 0 182182 11:15AM 3 100 0 103103 0 84 9 0 9393 0 11 6 0 1717 0 213213 11:30AM 5 85 0 9090 0 93 14 0 107107 0 10 5 0 1515 0 212212 11:45AM 9 89 0 9898 0 91 9 0 100100 0 15 6 0 2121 0 219219 Hourly Total 18 354 0 372372 0 346 40 0 386386 0 47 21 0 6868 0 826826 12:00PM 8 112 0 120120 0 99 13 0 112112 0 9 5 0 1414 0 246246 12:15PM 3 97 0 100100 0 108 22 0 130130 0 17 10 0 2727 0 257257 12:30PM 5 96 0 101101 0 101 13 0 114114 0 10 6 0 1616 0 231231 12:45PM 5 105 0 110110 0 106 12 0 118118 0 17 7 0 2424 0 252252 Hourly Total 21 410 0 431431 0 414 60 0 474474 0 53 28 0 8181 0 986986 1:00PM 7 104 0 111111 0 114 20 0 134134 0 12 3 0 1515 0 260260 1:15PM 6 97 0 103103 0 107 13 0 120120 0 19 8 0 2727 0 250250 1:30PM 6 103 0 109109 0 102 9 0 111111 0 12 3 0 1515 0 235235 1:45PM 8 90 0 9898 0 102 17 0 119119 0 15 4 0 1919 0 236236 Hourly Total 27 394 0 421421 0 425 59 0 484484 0 58 18 0 7676 0 981981 2:00PM 5 95 0 100100 0 114 11 0 125125 0 9 9 0 1818 0 243243 2:15PM 4 84 0 8888 0 98 20 0 118118 0 11 8 0 1919 0 225225 2:30PM 8 105 0 113113 0 139 10 0 149149 0 8 9 0 1717 0 279279 2:45PM 4 103 0 107107 0 121 17 0 138138 0 12 5 0 1717 0 262262 Hourly Total 21 387 0 408408 0 472 58 0 530530 0 40 31 0 7171 0 10091009 3:00PM 11 124 0 135135 0 113 20 0 133133 0 7 11 0 1818 0 286286 3:15PM 16 104 0 120120 0 128 17 0 145145 0 12 6 0 1818 0 283283 3:30PM 15 101 0 116116 0 145 23 0 168168 0 12 8 0 2020 0 304304 3:45PM 16 99 0 115115 0 131 26 0 157157 0 6 10 0 1616 0 288288 Hourly Total 58 428 0 486486 0 517 86 0 603603 0 37 35 0 7272 0 11611161 4:00PM 9 105 0 114114 0 153 17 0 170170 0 12 9 0 2121 0 305305 4:15PM 10 99 0 109109 0 148 18 0 166166 0 23 8 0 3131 0 306306 4:30PM 11 99 0 110110 0 161 15 0 176176 0 16 4 0 2020 0 306306 4:45PM 10 117 0 127127 0 187 23 0 210210 0 14 8 0 2222 0 359359 Hourly Total 40 420 0 460460 0 649 73 0 722722 0 65 29 0 9494 0 12761276 5:00PM 14 125 0 139139 0 179 22 0 201201 0 13 10 0 2323 0 363363 5:15PM 15 130 0 145145 0 211 35 0 246246 0 8 10 0 1818 0 409409 5:30PM 11 100 0 111111 0 179 25 0 204204 0 16 11 0 2727 0 342342 1 of 990 5:45PM 15 103 0 118118 0 152 21 0 173173 0 14 4 0 1818 0 309309 Hourly Total 55 458 0 513513 0 721 103 0 824824 0 51 35 0 8686 0 14231423 6:00PM 12 100 0 112112 0 132 23 0 155155 0 18 5 0 2323 0 290290 6:15PM 9 84 0 9393 0 132 22 0 154154 0 12 7 0 1919 0 266266 6:30PM 7 75 0 8282 0 104 10 0 114114 0 12 8 0 2020 0 216216 6:45PM 7 88 0 9595 0 94 19 0 113113 0 12 4 0 1616 0 224224 Hourly Total 35 347 0 382382 0 462 74 0 536536 0 54 24 0 7878 0 996996 TotalTotal 363 5149 0 55125512 0 5052 659 0 57115711 0 685 343 0 10281028 1 1225112251 % Approach% Approach 6.6%93.4%0%---88.5%11.5%0%---66.6%33.4%0%---- % Total% Total 3.0%42.0%0%45.0%45.0%-41.2%5.4%0%46.6%46.6%-5.6%2.8%0%8.4%8.4%-- Lights and MotorcyclesLights and Motorcycles 356 5058 0 54145414 -4953 650 0 56035603 -669 336 0 10051005 -12022 % Lights and Motorcycles% Lights and Motorcycles 98.1%98.2%0%98.2%98.2%-98.0%98.6%0%98.1%98.1%-97.7%98.0%0%97.8%97.8%-98.1% HeavyHeavy 7 91 0 9898 -99 9 0 108108 -16 7 0 2323 -229 % Heavy% Heavy 1.9%1.8%0%1.8%1.8%-2.0%1.4%0%1.9%1.9%-2.3%2.0%0%2.2%2.2%-1.9% Pedestrians ----0 ----0 ----0 % Pedestrians --------------0%- Bicycles on Crosswalk ----0 ----0 ----1 % Bicycles on Crosswalk --------------100%- Leg Franklin Turnpike Franklin Turnpike Jeanette Dr Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 991 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Jeanette DrTotal: 10907 Total: 11545Total: 2050Out: 5395 Out: 5834Out: 1022In: 5512 In: 5711In: 1028 5149 5052 363 659 343 685 13 of 992 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Jeanette Dr Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 7:15AM 8 140 0 148148 0 63 8 0 7171 0 28 8 0 3636 0 255255 7:30AM 3 195 0 198198 0 92 2 0 9494 0 28 19 0 4747 0 339339 7:45AM 5 203 0 208208 0 94 3 0 9797 0 28 24 0 5252 0 357357 8:00AM 12 193 0 205205 0 72 8 0 8080 0 22 8 0 3030 0 315315 TotalTotal 28 731 0 759759 0 321 21 0 342342 0 106 59 0 165165 0 12661266 % Approach% Approach 3.7%96.3%0%---93.9%6.1%0%---64.2%35.8%0%---- % Total% Total 2.2%57.7%0%60.0%60.0%-25.4%1.7%0%27.0%27.0%-8.4%4.7%0%13.0%13.0%-- PHFPHF 0.583 0.900 -0.9120.912 -0.854 0.656 -0.8810.881 -0.946 0.615 -0.7930.793 -0.887 Lights and MotorcyclesLights and Motorcycles 25 724 0 749749 -306 20 0 326326 -103 56 0 159159 -1234 % Lights and Motorcycles% Lights and Motorcycles 89.3%99.0%0%98.7%98.7%-95.3%95.2%0%95.3%95.3%-97.2%94.9%0%96.4%96.4%-97.5% HeavyHeavy 3 7 0 1010 -15 1 0 1616 -3 3 0 66 -32 % Heavy% Heavy 10.7%1.0%0%1.3%1.3%-4.7%4.8%0%4.7%4.7%-2.8%5.1%0%3.6%3.6%-2.5% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 993 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Jeanette DrTotal: 1139 Total: 1179Total: 214Out: 380 Out: 837Out: 49In: 759 In: 342In: 165 731 321 28 21 59 106 5 of 994 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 Midday Peak (12:15 PM - 1:15 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Jeanette Dr Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 12:15PM 3 97 0 100100 0 108 22 0 130130 0 17 10 0 2727 0 257257 12:30PM 5 96 0 101101 0 101 13 0 114114 0 10 6 0 1616 0 231231 12:45PM 5 105 0 110110 0 106 12 0 118118 0 17 7 0 2424 0 252252 1:00PM 7 104 0 111111 0 114 20 0 134134 0 12 3 0 1515 0 260260 TotalTotal 20 402 0 422422 0 429 67 0 496496 0 56 26 0 8282 0 10001000 % Approach% Approach 4.7%95.3%0%---86.5%13.5%0%---68.3%31.7%0%---- % Total% Total 2.0%40.2%0%42.2%42.2%-42.9%6.7%0%49.6%49.6%-5.6%2.6%0%8.2%8.2%-- PHFPHF 0.714 0.957 -0.9500.950 -0.941 0.761 -0.9250.925 -0.824 0.650 -0.7590.759 -0.962 Lights and MotorcyclesLights and Motorcycles 20 395 0 415415 -420 65 0 485485 -52 24 0 7676 -976 % Lights and Motorcycles% Lights and Motorcycles 100%98.3%0%98.3%98.3%-97.9%97.0%0%97.8%97.8%-92.9%92.3%0%92.7%92.7%-97.6% HeavyHeavy 0 7 0 77 -9 2 0 1111 -4 2 0 66 -24 % Heavy% Heavy 0%1.7%0%1.7%1.7%-2.1%3.0%0%2.2%2.2%-7.1%7.7%0%7.3%7.3%-2.4% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 995 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 Midday Peak (12:15 PM - 1:15 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Jeanette DrTotal: 877 Total: 954Total: 169Out: 455 Out: 458Out: 87In: 422 In: 496In: 82 402 429 20 67 26 56 7 of 996 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Franklin Turnpike Jeanette Dr Direction Southbound Northbound Eastbound Time R T U AppApp Ped*T L U AppApp Ped*R L U AppApp Ped*IntInt 2023-09-12 4:45PM 10 117 0 127127 0 187 23 0 210210 0 14 8 0 2222 0 359359 5:00PM 14 125 0 139139 0 179 22 0 201201 0 13 10 0 2323 0 363363 5:15PM 15 130 0 145145 0 211 35 0 246246 0 8 10 0 1818 0 409409 5:30PM 11 100 0 111111 0 179 25 0 204204 0 16 11 0 2727 0 342342 TotalTotal 50 472 0 522522 0 756 105 0 861861 0 51 39 0 9090 0 14731473 % Approach% Approach 9.6%90.4%0%---87.8%12.2%0%---56.7%43.3%0%---- % Total% Total 3.4%32.0%0%35.4%35.4%-51.3%7.1%0%58.5%58.5%-3.5%2.6%0%6.1%6.1%-- PHFPHF 0.833 0.908 -0.9000.900 -0.896 0.750 -0.8750.875 -0.797 0.886 -0.8330.833 -0.900 Lights and MotorcyclesLights and Motorcycles 50 466 0 516516 -752 104 0 856856 -51 39 0 9090 -1462 % Lights and Motorcycles% Lights and Motorcycles 100%98.7%0%98.9%98.9%-99.5%99.0%0%99.4%99.4%-100%100%0%100%100%-99.3% HeavyHeavy 0 6 0 66 -4 1 0 55 -0 0 0 00 -11 % Heavy% Heavy 0%1.3%0%1.1%1.1%-0.5%1.0%0%0.6%0.6%-0%0%0%0%0%-0.7% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 997 5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC5-Franklin Turnpike & Jeanette Dr (VA23-239) - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101290, Location: 36.66186, -79.413318 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [S] Franklin Turnpike[W] Jeanette DrTotal: 1317 Total: 1384Total: 245Out: 795 Out: 523Out: 155In: 522 In: 861In: 90 472 756 50 105 39 51 9 of 998 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Eagle Ln Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 7:00AM 124 0 0 124124 0 0 3 0 33 0 2 52 0 5454 0 181181 7:15AM 167 1 0 168168 0 2 2 0 44 0 3 73 0 7676 0 248248 7:30AM 227 0 0 227227 0 2 4 0 66 1 1 88 0 8989 0 322322 7:45AM 227 0 0 227227 0 1 2 0 33 0 2 101 0 103103 0 333333 Hourly Total 745 1 0 746746 0 5 11 0 1616 1 8 314 0 322322 0 10841084 8:00AM 198 4 0 202202 0 3 1 0 44 2 0 68 0 6868 1 274274 8:15AM 189 2 0 191191 0 0 0 0 00 0 1 75 0 7676 0 267267 8:30AM 144 1 0 145145 0 1 3 0 44 0 1 62 0 6363 0 212212 8:45AM 129 0 0 129129 0 0 1 0 11 1 2 77 0 7979 0 209209 Hourly Total 660 7 0 667667 0 4 5 0 99 3 4 282 0 286286 1 962962 9:00AM 130 0 0 130130 0 0 4 0 44 0 0 59 0 5959 0 193193 9:15AM 105 0 0 105105 0 2 1 0 33 0 1 74 0 7575 0 183183 9:30AM 104 0 0 104104 0 2 0 0 22 1 1 78 0 7979 0 185185 9:45AM 113 2 0 115115 0 3 0 0 33 0 0 69 0 6969 0 187187 Hourly Total 452 2 0 454454 0 7 5 0 1212 1 2 280 0 282282 0 748748 10:00AM 122 2 0 124124 0 0 1 0 11 0 0 83 0 8383 0 208208 10:15AM 87 0 0 8787 0 1 0 0 11 1 0 95 0 9595 0 183183 10:30AM 121 0 0 121121 0 1 3 0 44 0 1 81 0 8282 0 207207 10:45AM 91 2 0 9393 0 1 0 0 11 0 1 84 0 8585 0 179179 Hourly Total 421 4 0 425425 0 3 4 0 77 1 2 343 0 345345 0 777777 11:00AM 103 0 0 103103 0 2 0 0 22 0 0 86 0 8686 0 191191 11:15AM 112 1 0 113113 0 1 1 0 22 0 0 108 1 109109 0 224224 11:30AM 97 0 0 9797 0 1 0 0 11 0 3 115 0 118118 0 216216 11:45AM 110 0 0 110110 0 2 1 0 33 0 1 105 0 106106 2 219219 Hourly Total 422 1 0 423423 0 6 2 0 88 0 4 414 1 419419 2 850850 12:00PM 116 1 0 117117 0 1 3 0 44 0 0 130 0 130130 0 251251 12:15PM 129 1 0 130130 0 0 4 0 44 0 5 125 0 130130 0 264264 12:30PM 121 1 0 122122 0 2 0 0 22 0 2 126 0 128128 0 252252 12:45PM 139 2 0 141141 0 2 1 0 33 0 0 130 0 130130 0 274274 Hourly Total 505 5 0 510510 0 5 8 0 1313 0 7 511 0 518518 0 10411041 1:00PM 112 2 0 114114 0 1 3 0 44 0 0 131 0 131131 0 249249 1:15PM 125 1 0 126126 0 0 2 0 22 0 0 135 0 135135 0 263263 1:30PM 115 1 0 116116 0 0 3 0 33 0 1 109 0 110110 1 229229 1:45PM 119 0 0 119119 0 0 1 0 11 0 1 135 0 136136 0 256256 Hourly Total 471 4 0 475475 0 1 9 0 1010 0 2 510 0 512512 1 997997 2:00PM 111 1 0 112112 0 1 1 0 22 0 2 121 0 123123 0 237237 2:15PM 99 0 0 9999 0 1 0 0 11 0 2 111 0 113113 0 213213 2:30PM 112 1 0 113113 0 1 0 0 11 0 3 145 0 148148 0 262262 2:45PM 102 0 0 102102 0 1 1 0 22 0 1 136 0 137137 0 241241 Hourly Total 424 2 0 426426 0 4 2 0 66 0 8 513 0 521521 0 953953 3:00PM 137 3 0 140140 0 0 1 0 11 0 5 134 0 139139 0 280280 3:15PM 113 2 0 115115 0 1 2 0 33 0 5 145 0 150150 0 268268 3:30PM 121 1 0 122122 0 2 1 0 33 0 2 167 0 169169 0 294294 3:45PM 111 1 0 112112 0 2 2 0 44 0 1 163 0 164164 0 280280 Hourly Total 482 7 0 489489 0 5 6 0 1111 0 13 609 0 622622 0 11221122 4:00PM 119 5 0 124124 0 2 0 0 22 0 1 171 0 172172 0 298298 4:15PM 121 2 0 123123 0 1 0 0 11 0 4 179 0 183183 0 307307 4:30PM 120 1 0 121121 0 2 4 0 66 0 2 168 0 170170 0 297297 4:45PM 147 0 0 147147 0 0 3 0 33 0 5 201 0 206206 0 356356 Hourly Total 507 8 0 515515 0 5 7 0 1212 0 12 719 0 731731 0 12581258 5:00PM 152 1 0 153153 0 2 5 0 77 0 2 208 0 210210 0 370370 5:15PM 142 3 0 145145 0 2 0 0 22 0 4 245 0 249249 0 396396 5:30PM 129 0 0 129129 0 3 1 0 44 0 0 190 0 190190 0 323323 1 of 999 5:45PM 113 1 0 114114 0 0 0 0 00 0 1 168 0 169169 0 283283 Hourly Total 536 5 0 541541 0 7 6 0 1313 0 7 811 0 818818 0 13721372 6:00PM 110 1 0 111111 0 1 3 1 55 0 4 151 0 155155 0 271271 6:15PM 92 2 0 9494 0 1 0 0 11 0 0 169 0 169169 0 264264 6:30PM 86 0 0 8686 0 1 3 0 44 0 0 119 0 119119 0 209209 6:45PM 110 1 0 111111 0 0 2 0 22 0 1 118 0 119119 0 232232 Hourly Total 398 4 0 402402 0 3 8 1 1212 0 5 557 0 562562 0 976976 TotalTotal 6023 50 0 60736073 0 55 73 1 129129 6 74 5863 1 59385938 4 1214012140 % Approach% Approach 99.2%0.8%0%---42.6%56.6%0.8%---1.2%98.7%0%---- % Total% Total 49.6%0.4%0%50.0%50.0%-0.5%0.6%0%1.1%1.1%-0.6%48.3%0%48.9%48.9%-- Lights and MotorcyclesLights and Motorcycles 5925 49 0 59745974 -53 71 1 125125 -68 5747 1 58165816 -11915 % Lights and Motorcycles% Lights and Motorcycles 98.4%98.0%0%98.4%98.4%-96.4%97.3%100%96.9%96.9%-91.9%98.0%100%97.9%97.9%-98.1% HeavyHeavy 98 1 0 9999 -2 2 0 44 -6 116 0 122122 -225 % Heavy% Heavy 1.6%2.0%0%1.6%1.6%-3.6%2.7%0%3.1%3.1%-8.1%2.0%0%2.1%2.1%-1.9% Pedestrians ----0 ----6 ----4 % Pedestrians ---------100%----100%- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------0%----0%- Leg Franklin Turnpike Eagle Ln Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 9100 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Eagle Ln[S] Franklin Turnpike Total: 11991 Total: 12035 Total: 254Out: 5918 Out: 6097 Out: 125In: 6073 In: 5938 In: 129 6023 5863 50 55 1 73 74 12422 3 of 9101 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Eagle Ln Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 7:30AM 227 0 0 227227 0 2 4 0 66 1 1 88 0 8989 0 322322 7:45AM 227 0 0 227227 0 1 2 0 33 0 2 101 0 103103 0 333333 8:00AM 198 4 0 202202 0 3 1 0 44 2 0 68 0 6868 1 274274 8:15AM 189 2 0 191191 0 0 0 0 00 0 1 75 0 7676 0 267267 TotalTotal 841 6 0 847847 0 6 7 0 1313 3 4 332 0 336336 1 11961196 % Approach% Approach 99.3%0.7%0%---46.2%53.8%0%---1.2%98.8%0%---- % Total% Total 70.3%0.5%0%70.8%70.8%-0.5%0.6%0%1.1%1.1%-0.3%27.8%0%28.1%28.1%-- PHFPHF 0.926 0.375 -0.9330.933 -0.500 0.438 -0.5420.542 -0.500 0.822 -0.8160.816 -0.898 Lights and MotorcyclesLights and Motorcycles 831 6 0 837837 -6 6 0 1212 -4 323 0 327327 -1176 % Lights and Motorcycles% Lights and Motorcycles 98.8%100%0%98.8%98.8%-100%85.7%0%92.3%92.3%-100%97.3%0%97.3%97.3%-98.3% HeavyHeavy 10 0 0 1010 -0 1 0 11 -0 9 0 99 -20 % Heavy% Heavy 1.2%0%0%1.2%1.2%-0%14.3%0%7.7%7.7%-0%2.7%0%2.7%2.7%-1.7% Pedestrians ----0 ----3 ----1 % Pedestrians ---------100%----100%- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------0%----0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 9102 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Eagle Ln[S] Franklin Turnpike Total: 1185 Total: 1184 Total: 23Out: 338 Out: 848 Out: 10In: 847 In: 336 In: 13 841 332 6 6 7 4121 5 of 9103 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Eagle Ln Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 12:00PM 116 1 0 117117 0 1 3 0 44 0 0 130 0 130130 0 251251 12:15PM 129 1 0 130130 0 0 4 0 44 0 5 125 0 130130 0 264264 12:30PM 121 1 0 122122 0 2 0 0 22 0 2 126 0 128128 0 252252 12:45PM 139 2 0 141141 0 2 1 0 33 0 0 130 0 130130 0 274274 TotalTotal 505 5 0 510510 0 5 8 0 1313 0 7 511 0 518518 0 10411041 % Approach% Approach 99.0%1.0%0%---38.5%61.5%0%---1.4%98.6%0%---- % Total% Total 48.5%0.5%0%49.0%49.0%-0.5%0.8%0%1.2%1.2%-0.7%49.1%0%49.8%49.8%-- PHFPHF 0.908 0.625 -0.9040.904 -0.625 0.500 -0.8130.813 -0.350 0.983 -0.9960.996 -0.950 Lights and MotorcyclesLights and Motorcycles 495 5 0 500500 -5 8 0 1313 -7 501 0 508508 -1021 % Lights and Motorcycles% Lights and Motorcycles 98.0%100%0%98.0%98.0%-100%100%0%100%100%-100%98.0%0%98.1%98.1%-98.1% HeavyHeavy 10 0 0 1010 -0 0 0 00 -0 10 0 1010 -20 % Heavy% Heavy 2.0%0%0%2.0%2.0%-0%0%0%0%0%-0%2.0%0%1.9%1.9%-1.9% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 9104 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Eagle Ln[S] Franklin Turnpike Total: 1026 Total: 1031 Total: 25Out: 516 Out: 513 Out: 12In: 510 In: 518 In: 13 505 511 5 5 8 77 of 9105 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Eagle Ln Franklin Turnpike Direction Southbound Westbound Northbound Time T L U AppApp Ped*R L U AppApp Ped*R T U AppApp Ped*IntInt 2023-09-12 4:45PM 147 0 0 147147 0 0 3 0 33 0 5 201 0 206206 0 356356 5:00PM 152 1 0 153153 0 2 5 0 77 0 2 208 0 210210 0 370370 5:15PM 142 3 0 145145 0 2 0 0 22 0 4 245 0 249249 0 396396 5:30PM 129 0 0 129129 0 3 1 0 44 0 0 190 0 190190 0 323323 TotalTotal 570 4 0 574574 0 7 9 0 1616 0 11 844 0 855855 0 14451445 % Approach% Approach 99.3%0.7%0%---43.8%56.3%0%---1.3%98.7%0%---- % Total% Total 39.4%0.3%0%39.7%39.7%-0.5%0.6%0%1.1%1.1%-0.8%58.4%0%59.2%59.2%-- PHFPHF 0.938 0.333 -0.9380.938 -0.583 0.450 -0.5710.571 -0.550 0.861 -0.8580.858 -0.912 Lights and MotorcyclesLights and Motorcycles 564 4 0 568568 -7 9 0 1616 -10 839 0 849849 -1433 % Lights and Motorcycles% Lights and Motorcycles 98.9%100%0%99.0%99.0%-100%100%0%100%100%-90.9%99.4%0%99.3%99.3%-99.2% HeavyHeavy 6 0 0 66 -0 0 0 00 -1 5 0 66 -12 % Heavy% Heavy 1.1%0%0%1.0%1.0%-0%0%0%0%0%-9.1%0.6%0%0.7%0.7%-0.8% Pedestrians ----0 ----0 ----0 % Pedestrians ---------------- Bicycles on Crosswalk ----0 ----0 ----0 % Bicycles on Crosswalk ---------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 9106 6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC6-Franklin Turnpike & Eagle Ln (VA23-239) - TMC Tue Sep 12, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101291, Location: 36.650524, -79.406692 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Eagle Ln[S] Franklin Turnpike Total: 1425 Total: 1434 Total: 31Out: 851 Out: 579 Out: 15In: 574 In: 855 In: 16 570 844 4 7 9 119 of 9107 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Afton Rd Franklin Turnpike Afton Rd Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 7:00AM 0 127 0 0 127127 0 2 0 4 0 66 0 1 56 9 0 6666 0 8 0 0 0 88 1 207207 7:15AM 0 166 1 0 167167 0 3 0 2 0 55 0 1 82 12 0 9595 0 4 0 0 0 44 3 271271 7:30AM 0 236 1 0 237237 0 6 0 12 0 1818 0 0 90 3 0 9393 0 1 0 0 0 11 1 349349 7:45AM 0 229 2 0 231231 0 3 0 5 0 88 1 3 94 4 0 101101 0 4 0 2 0 66 1 346346 Hourly Total 0 758 4 0 762762 0 14 0 23 0 3737 1 5 322 28 0 355355 0 17 0 2 0 1919 6 11731173 8:00AM 1 204 0 0 205205 0 1 0 3 0 44 0 6 75 6 1 8888 0 6 0 1 0 77 0 304304 8:15AM 2 173 2 0 177177 0 1 0 4 0 55 0 2 74 2 0 7878 0 7 0 1 0 88 0 268268 8:30AM 3 139 0 0 142142 0 1 1 5 0 77 0 2 66 12 0 8080 0 2 0 1 0 33 0 232232 8:45AM 2 133 0 0 135135 0 1 0 5 0 66 0 4 82 3 0 8989 0 1 0 0 0 11 0 231231 Hourly Total 8 649 2 0 659659 0 4 1 17 0 2222 0 14 297 23 1 335335 0 16 0 3 0 1919 0 10351035 9:00AM 1 129 0 0 130130 0 1 0 1 0 22 0 0 59 5 0 6464 0 0 0 1 0 11 0 197197 9:15AM 0 108 2 0 110110 0 1 0 4 0 55 0 6 74 5 0 8585 0 2 0 0 0 22 0 202202 9:30AM 0 103 0 0 103103 0 0 1 10 0 1111 0 2 81 4 0 8787 0 3 0 0 0 33 0 204204 9:45AM 0 112 0 0 112112 0 0 0 2 0 22 0 3 73 1 0 7777 0 2 0 0 0 22 0 193193 Hourly Total 1 452 2 0 455455 0 2 1 17 0 2020 0 11 287 15 0 313313 0 7 0 1 0 88 0 796796 10:00AM 0 125 1 0 126126 0 3 0 2 0 55 0 3 79 0 0 8282 0 2 0 0 0 22 0 215215 10:15AM 0 89 0 0 8989 0 2 0 4 0 66 0 4 88 6 0 9898 0 0 0 0 0 00 0 193193 10:30AM 0 125 3 0 128128 0 4 0 5 0 99 0 5 83 0 0 8888 0 2 0 0 0 22 1 227227 10:45AM 0 94 0 0 9494 0 1 0 3 0 44 0 3 79 0 0 8282 0 0 0 0 0 00 0 180180 Hourly Total 0 433 4 0 437437 0 10 0 14 0 2424 0 15 329 6 0 350350 0 4 0 0 0 44 1 815815 11:00AM 0 102 1 0 103103 0 0 0 3 0 33 0 4 89 0 0 9393 0 2 0 0 0 22 0 201201 11:15AM 0 116 1 0 117117 0 1 0 4 0 55 0 7 114 0 0 121121 0 3 0 1 0 44 0 247247 11:30AM 1 99 0 0 100100 0 2 0 1 0 33 0 5 118 0 1 124124 0 3 0 2 0 55 0 232232 11:45AM 0 111 1 0 112112 0 1 0 4 0 55 0 3 109 3 0 115115 0 8 0 0 0 88 0 240240 Hourly Total 1 428 3 0 432432 0 4 0 12 0 1616 0 19 430 3 1 453453 0 16 0 3 0 1919 0 920920 12:00PM 0 126 1 0 127127 0 1 0 7 0 88 0 6 125 4 0 135135 0 2 0 2 0 44 0 274274 12:15PM 0 126 0 0 126126 0 0 0 5 0 55 0 2 131 1 0 134134 0 3 0 0 0 33 0 268268 12:30PM 1 123 1 0 125125 0 1 0 4 0 55 0 6 131 1 0 138138 0 5 0 1 0 66 0 274274 12:45PM 3 137 1 0 141141 0 0 0 1 0 11 0 3 126 2 0 131131 0 3 0 1 0 44 1 277277 Hourly Total 4 512 3 0 519519 0 2 0 17 0 1919 0 17 513 8 0 538538 0 13 0 4 0 1717 1 10931093 1:00PM 1 113 1 0 115115 0 1 0 3 0 44 0 4 136 2 0 142142 0 3 0 2 0 55 1 266266 1:15PM 0 126 1 0 127127 0 2 0 3 0 55 0 6 135 3 0 144144 0 6 0 0 0 66 0 282282 1:30PM 1 116 1 0 118118 0 1 0 6 0 77 0 4 117 3 1 125125 0 0 0 1 0 11 0 251251 1:45PM 0 118 0 0 118118 0 1 1 3 0 55 0 4 134 0 0 138138 0 5 0 1 0 66 0 267267 Hourly Total 2 473 3 0 478478 0 5 1 15 0 2121 0 18 522 8 1 549549 0 14 0 4 0 1818 1 10661066 2:00PM 0 110 1 0 111111 0 1 0 1 0 22 0 4 121 2 0 127127 0 7 0 0 0 77 0 247247 2:15PM 0 98 2 0 100100 0 2 0 5 1 88 0 7 102 4 0 113113 0 7 0 1 0 88 0 229229 2:30PM 0 113 1 0 114114 0 1 0 2 0 33 0 5 156 2 0 163163 0 10 0 0 0 1010 0 290290 2:45PM 0 99 2 0 101101 0 0 0 1 0 11 0 4 143 5 0 152152 0 5 0 2 0 77 0 261261 Hourly Total 0 420 6 0 426426 0 4 0 9 1 1414 0 20 522 13 0 555555 0 29 0 3 0 3232 0 10271027 3:00PM 0 141 2 0 143143 0 2 0 3 0 55 1 3 136 3 0 142142 0 8 0 0 0 88 1 298298 3:15PM 1 108 4 0 113113 0 2 0 2 0 44 0 9 156 5 0 170170 0 4 0 0 0 44 0 291291 3:30PM 1 122 3 0 126126 0 4 0 11 0 1515 0 11 179 3 0 193193 0 7 0 2 0 99 0 343343 3:45PM 0 113 0 0 113113 0 3 0 8 0 1111 0 7 166 4 1 178178 0 11 0 1 0 1212 0 314314 Hourly Total 2 484 9 0 495495 0 11 0 24 0 3535 1 30 637 15 1 683683 0 30 0 3 0 3333 1 12461246 4:00PM 0 133 0 0 133133 0 1 0 7 0 88 0 11 187 0 0 198198 0 0 0 0 0 00 0 339339 4:15PM 0 118 3 0 121121 0 3 0 3 0 66 0 2 169 0 0 171171 0 0 0 1 0 11 0 299299 4:30PM 0 132 2 0 134134 0 3 0 2 0 55 0 9 178 0 0 187187 0 9 0 1 0 1010 0 336336 4:45PM 0 151 1 0 152152 0 4 0 5 0 99 0 4 194 0 0 198198 0 6 0 3 0 99 0 368368 Hourly Total 0 534 6 0 540540 0 11 0 17 0 2828 0 26 728 0 0 754754 0 15 0 5 0 2020 0 13421342 5:00PM 0 159 4 0 163163 0 1 0 2 0 33 0 12 238 0 0 250250 0 4 0 2 0 66 0 422422 5:15PM 0 146 4 0 150150 0 1 0 5 0 66 0 14 241 0 0 255255 0 4 1 0 0 55 0 416416 5:30PM 0 129 1 0 130130 0 0 0 3 0 33 0 3 183 0 1 187187 0 2 0 2 0 44 0 324324 5:45PM 0 114 0 0 114114 0 4 0 7 0 1111 0 12 164 0 0 176176 0 3 0 0 0 33 0 304304 Hourly Total 0 548 9 0 557557 0 6 0 17 0 2323 0 41 826 0 1 868868 0 13 1 4 0 1818 0 14661466 6:00PM 0 109 3 0 112112 0 2 0 5 0 77 0 8 145 2 0 155155 0 0 0 0 0 00 0 274274 6:15PM 0 93 0 0 9393 0 2 1 4 0 77 0 9 171 0 0 180180 0 0 0 0 0 00 0 280280 6:30PM 0 88 1 0 8989 0 1 0 6 0 77 0 2 125 1 0 128128 0 1 0 0 0 11 0 225225 6:45PM 0 99 2 0 101101 0 2 0 6 0 88 0 3 113 0 1 117117 0 3 0 0 1 44 0 230230 Hourly Total 0 389 6 0 395395 0 7 1 21 0 2929 0 22 554 3 1 580580 0 4 0 0 1 55 0 10091009 TotalTotal 18 6080 57 0 61556155 0 80 4 203 1 288288 2 238 5967 122 6 63336333 0 178 1 32 1 212212 10 1298812988 1 of 9108 % Approach% Approach 0.3%98.8%0.9%0%---27.8%1.4%70.5%0.3%---3.8%94.2%1.9%0.1%---84.0%0.5%15.1%0.5%---- % Total% Total 0.1%46.8%0.4%0%47.4%47.4%-0.6%0%1.6%0%2.2%2.2%-1.8%45.9%0.9%0%48.8%48.8%-1.4%0%0.2%0%1.6%1.6%-- Lights and MotorcyclesLights and Motorcycles 18 5981 55 0 60546054 -76 4 199 1 280280 -236 5862 119 4 62216221 -167 1 29 1 198198 -12753 % Lights and% Lights and MotorcyclesMotorcycles 100%98.4%96.5%0%98.4%98.4%-95.0%100%98.0%100%97.2%97.2%-99.2%98.2%97.5%66.7%98.2%98.2%-93.8%100%90.6%100%93.4%93.4%-98.2% HeavyHeavy 0 99 2 0 101101 -4 0 4 0 88 -2 105 3 2 112112 -11 0 3 0 1414 -235 % Heavy% Heavy 0%1.6%3.5%0%1.6%1.6%-5.0%0%2.0%0%2.8%2.8%-0.8%1.8%2.5%33.3%1.8%1.8%-6.2%0%9.4%0%6.6%6.6%-1.8% Pedestrians -----0 -----1 -----0 -----8 % Pedestrians -----------50.0%-----------80.0%- Bicycles on Crosswalk -----0 -----1 -----0 -----2 % Bicycles on Crosswalk -----------50.0%-----------20.0%- Leg Franklin Turnpike Afton Rd Franklin Turnpike Afton Rd Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 9109 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Afton Rd[S] Franklin Turnpike[W] Afton RdTotal: 12234 Total: 12800 Total: 585Total: 357Out: 6079 Out: 6467 Out: 297Out: 145In: 6155 In: 6333 In: 288In: 212 6080 4 5967 1 57 18 80 1 203 238 6 122 32 178 1 2463 of 9110 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Afton Rd Franklin Turnpike Afton Rd Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 7:15AM 0 166 1 0 167167 0 3 0 2 0 55 0 1 82 12 0 9595 0 4 0 0 0 44 3 271271 7:30AM 0 236 1 0 237237 0 6 0 12 0 1818 0 0 90 3 0 9393 0 1 0 0 0 11 1 349349 7:45AM 0 229 2 0 231231 0 3 0 5 0 88 1 3 94 4 0 101101 0 4 0 2 0 66 1 346346 8:00AM 1 204 0 0 205205 0 1 0 3 0 44 0 6 75 6 1 8888 0 6 0 1 0 77 0 304304 TotalTotal 1 835 4 0 840840 0 13 0 22 0 3535 1 10 341 25 1 377377 0 15 0 3 0 1818 5 12701270 % Approach% Approach 0.1%99.4%0.5%0%---37.1%0%62.9%0%---2.7%90.5%6.6%0.3%---83.3%0%16.7%0%---- % Total% Total 0.1%65.7%0.3%0%66.1%66.1%-1.0%0%1.7%0%2.8%2.8%-0.8%26.9%2.0%0.1%29.7%29.7%-1.2%0%0.2%0%1.4%1.4%-- PHFPHF 0.250 0.885 0.500 -0.8860.886 -0.542 -0.458 -0.4860.486 -0.417 0.907 0.521 0.250 0.9330.933 -0.625 -0.375 -0.6430.643 -0.910 Lights and MotorcyclesLights and Motorcycles 1 827 3 0 831831 -12 0 22 0 3434 -10 331 25 0 366366 -13 0 1 0 1414 -1245 % Lights and% Lights and MotorcyclesMotorcycles 100%99.0%75.0%0%98.9%98.9%-92.3%0%100%0%97.1%97.1%-100%97.1%100%0%97.1%97.1%-86.7%0%33.3%0%77.8%77.8%-98.0% HeavyHeavy 0 8 1 0 99 -1 0 0 0 11 -0 10 0 1 1111 -2 0 2 0 44 -25 % Heavy% Heavy 0%1.0%25.0%0%1.1%1.1%-7.7%0%0%0%2.9%2.9%-0%2.9%0%100%2.9%2.9%-13.3%0%66.7%0%22.2%22.2%-2.0% Pedestrians -----0 -----1 -----0 -----5 % Pedestrians -----------100%-----------100%- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk -----------0%-----------0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 9111 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Afton Rd[S] Franklin Turnpike[W] Afton RdTotal: 1197 Total: 1250 Total: 49Total: 44Out: 357 Out: 873 Out: 14Out: 26In: 840 In: 377 In: 35In: 18 835 341 4 1 13 22 10 1 25 3 15 1145 of 9112 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 Midday Peak (12:30 PM - 1:30 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Afton Rd Franklin Turnpike Afton Rd Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 12:30PM 1 123 1 0 125125 0 1 0 4 0 55 0 6 131 1 0 138138 0 5 0 1 0 66 0 274274 12:45PM 3 137 1 0 141141 0 0 0 1 0 11 0 3 126 2 0 131131 0 3 0 1 0 44 1 277277 1:00PM 1 113 1 0 115115 0 1 0 3 0 44 0 4 136 2 0 142142 0 3 0 2 0 55 1 266266 1:15PM 0 126 1 0 127127 0 2 0 3 0 55 0 6 135 3 0 144144 0 6 0 0 0 66 0 282282 TotalTotal 5 499 4 0 508508 0 4 0 11 0 1515 0 19 528 8 0 555555 0 17 0 4 0 2121 2 10991099 % Approach% Approach 1.0%98.2%0.8%0%---26.7%0%73.3%0%---3.4%95.1%1.4%0%---81.0%0%19.0%0%---- % Total% Total 0.5%45.4%0.4%0%46.2%46.2%-0.4%0%1.0%0%1.4%1.4%-1.7%48.0%0.7%0%50.5%50.5%-1.5%0%0.4%0%1.9%1.9%-- PHFPHF 0.417 0.911 1.000 -0.9010.901 -0.500 -0.688 -0.7500.750 -0.792 0.971 0.667 -0.9640.964 -0.708 -0.500 -0.8750.875 -0.974 Lights and MotorcyclesLights and Motorcycles 5 489 4 0 498498 -4 0 11 0 1515 -19 521 8 0 548548 -17 0 4 0 2121 -1082 % Lights and% Lights and MotorcyclesMotorcycles 100%98.0%100%0%98.0%98.0%-100%0%100%0%100%100%-100%98.7%100%0%98.7%98.7%-100%0%100%0%100%100%-98.5% HeavyHeavy 0 10 0 0 1010 -0 0 0 0 00 -0 7 0 0 77 -0 0 0 0 00 -17 % Heavy% Heavy 0%2.0%0%0%2.0%2.0%-0%0%0%0%0%0%-0%1.3%0%0%1.3%1.3%-0%0%0%0%0%0%-1.5% Pedestrians -----0 -----0 -----0 -----2 % Pedestrians -----------------------100%- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk -----------------------0%- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 9113 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 Midday Peak (12:30 PM - 1:30 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Afton Rd[S] Franklin Turnpike[W] Afton RdTotal: 1044 Total: 1082 Total: 38Total: 34Out: 536 Out: 527 Out: 23Out: 13In: 508 In: 555 In: 15In: 21 499 528 4 5 4 11 19 8 4 17 117 of 9114 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Franklin Turnpike Afton Rd Franklin Turnpike Afton Rd Direction Southbound Westbound Northbound Eastbound Time R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*R T L U AppApp Ped*IntInt 2023-09-12 4:30PM 0 132 2 0 134134 0 3 0 2 0 55 0 9 178 0 0 187187 0 9 0 1 0 1010 0 336336 4:45PM 0 151 1 0 152152 0 4 0 5 0 99 0 4 194 0 0 198198 0 6 0 3 0 99 0 368368 5:00PM 0 159 4 0 163163 0 1 0 2 0 33 0 12 238 0 0 250250 0 4 0 2 0 66 0 422422 5:15PM 0 146 4 0 150150 0 1 0 5 0 66 0 14 241 0 0 255255 0 4 1 0 0 55 0 416416 TotalTotal 0 588 11 0 599599 0 9 0 14 0 2323 0 39 851 0 0 890890 0 23 1 6 0 3030 0 15421542 % Approach% Approach 0%98.2%1.8%0%---39.1%0%60.9%0%---4.4%95.6%0%0%---76.7%3.3%20.0%0%---- % Total% Total 0%38.1%0.7%0%38.8%38.8%-0.6%0%0.9%0%1.5%1.5%-2.5%55.2%0%0%57.7%57.7%-1.5%0.1%0.4%0%1.9%1.9%-- PHFPHF -0.925 0.688 -0.9190.919 -0.563 -0.700 -0.6390.639 -0.696 0.883 --0.8730.873 -0.639 0.250 0.500 -0.7500.750 -0.914 Lights and MotorcyclesLights and Motorcycles 0 585 10 0 595595 -9 0 13 0 2222 -39 843 0 0 882882 -21 1 6 0 2828 -1527 % Lights and% Lights and MotorcyclesMotorcycles 0%99.5%90.9%0%99.3%99.3%-100%0%92.9%0%95.7%95.7%-100%99.1%0%0%99.1%99.1%-91.3%100%100%0%93.3%93.3%-99.0% HeavyHeavy 0 3 1 0 44 -0 0 1 0 11 -0 8 0 0 88 -2 0 0 0 22 -15 % Heavy% Heavy 0%0.5%9.1%0%0.7%0.7%-0%0%7.1%0%4.3%4.3%-0%0.9%0%0%0.9%0.9%-8.7%0%0%0%6.7%6.7%-1.0% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 9115 7-Franklin Turnpike & Afton Rd (VA23-239) - TMC7-Franklin Turnpike & Afton Rd (VA23-239) - TMC Tue Sep 12, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1101292, Location: 36.64448, -79.402367 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Afton Rd[S] Franklin Turnpike[W] Afton RdTotal: 1465 Total: 1515Total: 30Total: 74Out: 866 Out: 625Out: 0Out: 51In: 599 In: 890In: 30In: 23 588 851 1 11 9 14 39 6 23 9 of 9116 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Orphanage Rd Business Driveway Franklin Turnpike Franklin Turnpike Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2023-05-11 7:00AM 11 0 2 0 1313 0 4 0 1 0 55 0 6 49 1 0 5656 0 0 117 10 0 127127 0 201201 7:15AM 14 0 12 0 2626 0 10 0 2 0 1212 3 12 84 7 0 103103 0 1 185 17 0 203203 0 344344 7:30AM 13 0 8 0 2121 0 7 2 2 0 1111 0 11 79 3 0 9393 0 1 217 12 0 230230 0 355355 7:45AM 16 0 12 0 2828 0 12 2 2 0 1616 0 7 77 2 0 8686 0 0 214 19 0 233233 0 363363 Hourly Total 54 0 34 0 8888 0 33 4 7 0 4444 3 36 289 13 0 338338 0 2 733 58 0 793793 0 12631263 8:00AM 13 1 11 0 2525 0 4 0 1 0 55 0 7 105 8 0 120120 0 1 208 11 0 220220 0 370370 8:15AM 8 0 10 0 1818 0 6 0 1 0 77 0 10 88 5 0 103103 0 0 191 17 0 208208 0 336336 8:30AM 5 0 5 0 1010 0 3 0 0 0 33 0 8 92 1 0 101101 0 0 139 11 0 150150 0 264264 8:45AM 7 0 10 0 1717 0 2 1 0 0 33 0 10 111 2 0 123123 0 0 154 17 0 171171 0 314314 Hourly Total 33 1 36 0 7070 0 15 1 2 0 1818 0 35 396 16 0 447447 0 1 692 56 0 749749 0 12841284 9:00AM 11 1 6 0 1818 0 5 0 0 0 55 0 8 80 1 0 8989 0 1 126 9 0 136136 0 248248 9:15AM 8 0 11 0 1919 1 0 0 0 0 00 0 4 70 1 0 7575 0 0 98 10 0 108108 0 202202 9:30AM 10 0 3 0 1313 3 1 0 0 0 11 0 10 78 1 0 8989 0 1 120 13 0 134134 0 237237 9:45AM 9 0 9 0 1818 0 2 0 0 0 22 0 9 100 3 0 112112 0 0 126 9 0 135135 0 267267 Hourly Total 38 1 29 0 6868 4 8 0 0 0 88 0 31 328 6 0 365365 0 2 470 41 0 513513 0 954954 10:00AM 9 0 4 0 1313 2 3 0 0 0 33 0 6 87 1 0 9494 0 0 130 8 0 138138 0 248248 10:15AM 10 1 10 0 2121 0 6 0 1 0 77 0 3 96 2 0 101101 0 0 130 14 0 144144 0 273273 10:30AM 8 0 7 0 1515 0 1 0 1 0 22 0 7 80 3 0 9090 0 1 136 7 0 144144 0 251251 10:45AM 4 0 9 0 1313 0 6 0 1 0 77 0 7 78 2 0 8787 0 0 100 7 0 107107 0 214214 Hourly Total 31 1 30 0 6262 2 16 0 3 0 1919 0 23 341 8 0 372372 0 1 496 36 0 533533 0 986986 11:00AM 2 0 11 0 1313 0 1 1 1 0 33 0 11 86 5 0 102102 0 0 119 4 0 123123 0 241241 11:15AM 4 0 10 0 1414 0 2 0 1 0 33 0 11 102 3 0 116116 0 0 106 6 0 112112 0 245245 11:30AM 11 1 13 0 2525 0 1 0 1 0 22 0 9 120 2 0 131131 0 0 119 10 0 129129 0 287287 11:45AM 8 0 15 0 2323 0 4 0 0 0 44 0 9 104 4 0 117117 0 0 118 9 0 127127 0 271271 Hourly Total 25 1 49 0 7575 0 8 1 3 0 1212 0 40 412 14 0 466466 0 0 462 29 0 491491 0 10441044 12:00PM 17 0 9 0 2626 0 1 0 2 0 33 0 9 134 6 0 149149 0 0 137 14 1 152152 0 330330 12:15PM 11 0 9 0 2020 0 2 0 1 0 33 0 8 134 3 0 145145 0 2 121 17 0 140140 0 308308 12:30PM 15 1 10 0 2626 0 1 0 0 0 11 0 13 147 2 0 162162 0 0 127 10 0 137137 0 326326 12:45PM 18 0 9 0 2727 0 1 1 0 0 22 0 18 131 2 0 151151 0 1 120 16 0 137137 0 317317 Hourly Total 61 1 37 0 9999 0 5 1 3 0 99 0 48 546 13 0 607607 0 3 505 57 1 566566 0 12811281 1:00PM 14 0 14 0 2828 0 4 0 1 0 55 0 15 133 1 0 149149 0 1 104 11 0 116116 0 298298 1:15PM 19 0 16 0 3535 0 0 0 0 0 00 0 10 135 1 0 146146 0 1 122 7 0 130130 0 311311 1:30PM 12 1 18 0 3131 0 3 0 1 0 44 0 11 123 0 0 134134 0 1 137 14 0 152152 0 321321 1:45PM 15 0 12 0 2727 0 4 0 3 0 77 0 11 124 0 0 135135 0 0 116 7 0 123123 0 292292 Hourly Total 60 1 60 0 121121 0 11 0 5 0 1616 0 47 515 2 0 564564 0 3 479 39 0 521521 0 12221222 2:00PM 17 0 19 0 3636 0 2 2 0 0 44 0 10 123 5 0 138138 0 1 119 16 0 136136 0 314314 2:15PM 15 0 13 0 2828 0 1 0 0 0 11 0 13 154 3 0 170170 0 0 116 11 0 127127 0 326326 2:30PM 19 0 11 0 3030 0 3 0 0 0 33 1 12 154 4 0 170170 0 1 131 11 0 143143 0 346346 2:45PM 14 0 6 0 2020 0 2 1 0 0 33 0 22 154 3 0 179179 0 1 125 18 0 144144 0 346346 Hourly Total 65 0 49 0 114114 0 8 3 0 0 1111 1 57 585 15 0 657657 0 3 491 56 0 550550 0 13321332 3:00PM 14 1 11 0 2626 0 4 0 1 0 55 0 13 158 2 0 173173 0 1 111 16 0 128128 0 332332 3:15PM 19 0 16 0 3535 0 2 0 0 0 22 0 13 177 3 0 193193 0 0 169 15 0 184184 0 414414 3:30PM 21 0 15 0 3636 0 5 0 0 0 55 0 21 175 4 0 200200 0 0 177 19 0 196196 0 437437 3:45PM 15 0 13 0 2828 0 0 1 3 0 44 0 15 170 7 0 192192 0 0 125 17 0 142142 0 366366 Hourly Total 69 1 55 0 125125 0 11 1 4 0 1616 0 62 680 16 0 758758 0 1 582 67 0 650650 0 15491549 4:00PM 12 0 18 0 3030 0 3 0 0 0 33 0 10 166 3 0 179179 0 2 161 17 0 180180 0 392392 4:15PM 16 0 20 0 3636 0 3 0 0 0 33 0 17 202 2 0 221221 0 0 144 6 0 150150 0 410410 4:30PM 21 0 15 0 3636 0 3 1 0 0 44 0 16 176 2 0 194194 0 2 140 18 0 160160 0 394394 4:45PM 17 0 20 0 3737 0 2 0 0 0 22 0 15 194 8 0 217217 0 1 137 25 0 163163 0 419419 Hourly Total 66 0 73 0 139139 0 11 1 0 0 1212 0 58 738 15 0 811811 0 5 582 66 0 653653 0 16151615 5:00PM 10 0 27 0 3737 0 4 1 0 0 55 0 24 205 5 0 234234 0 1 126 14 0 141141 0 417417 5:15PM 22 1 14 0 3737 0 3 0 0 0 33 0 18 255 12 0 285285 4 1 140 9 1 151151 0 476476 5:30PM 30 2 11 0 4343 0 10 0 2 0 1212 0 16 191 7 0 214214 0 0 127 20 0 147147 0 416416 5:45PM 14 0 13 0 2727 0 3 1 1 0 55 1 19 182 5 0 206206 1 1 153 9 1 164164 0 402402 Hourly Total 76 3 65 0 144144 0 20 2 3 0 2525 1 77 833 29 0 939939 5 3 546 52 2 603603 0 17111711 6:00PM 22 2 18 0 4242 0 1 0 2 0 33 0 20 164 6 0 190190 0 0 137 18 0 155155 0 390390 6:15PM 13 0 12 0 2525 1 3 0 1 0 44 0 11 181 6 0 198198 0 2 116 9 0 127127 0 354354 6:30PM 12 0 11 0 2323 1 3 0 0 0 33 0 13 118 3 0 134134 0 0 125 12 0 137137 0 297297 1 of 9117 6:45PM 9 0 10 0 1919 0 4 0 1 0 55 0 11 141 7 0 159159 2 2 105 7 0 114114 0 297297 Hourly Total 56 2 51 0 109109 2 11 0 4 0 1515 0 55 604 22 0 681681 2 4 483 46 0 533533 0 13381338 TotalTotal 634 12 568 0 12141214 8 157 14 34 0 205205 5 569 6267 169 0 70057005 7 28 6521 603 3 71557155 0 1557915579 % Approach% Approach 52.2%1.0%46.8%0%---76.6%6.8%16.6%0%---8.1%89.5%2.4%0%---0.4%91.1%8.4%0%---- % Total% Total 4.1%0.1%3.6%0%7.8%7.8%-1.0%0.1%0.2%0%1.3%1.3%-3.7%40.2%1.1%0%45.0%45.0%-0.2%41.9%3.9%0%45.9%45.9%-- Lights and MotorcyclesLights and Motorcycles 625 12 561 0 11981198 -157 14 34 0 205205 -552 6160 166 0 68786878 -28 6426 594 3 70517051 -15332 % Lights and% Lights and MotorcyclesMotorcycles 98.6%100%98.8%0%98.7%98.7%-100%100%100%0%100%100%-97.0%98.3%98.2%0%98.2%98.2%-100%98.5%98.5%100%98.5%98.5%-98.4% HeavyHeavy 9 0 7 0 1616 -0 0 0 0 00 -17 107 3 0 127127 -0 95 9 0 104104 -247 % Heavy% Heavy 1.4%0%1.2%0%1.3%1.3%-0%0%0%0%0%0%-3.0%1.7%1.8%0%1.8%1.8%-0%1.5%1.5%0%1.5%1.5%-1.6% Pedestrians -----6 -----5 -----7 -----0 % Pedestrians -----75.0%-----100%-----100%------- Bicycles on Crosswalk -----2 -----0 -----0 -----0 % Bicycles on Crosswalk -----25.0%-----0%-----0%------- Leg Orphanage Rd Business Driveway Franklin Turnpike Franklin Turnpike Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 2 of 9118 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 Full Length (7 AM-7 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Orphanage RdTotal: 14093 Total: 14251 Total: 414Total: 2400Out: 6938 Out: 7246 Out: 209Out: 1186In: 7155 In: 7005 In: 205In: 1214 6521 14 6267 12 3 28 603 34 157 169 569 634 568 232 544 3 of 9119 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Orphanage Rd Business Driveway Franklin Turnpike Franklin Turnpike Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2023-05-11 7:15AM 14 0 12 0 2626 0 10 0 2 0 1212 3 12 84 7 0 103103 0 1 185 17 0 203203 0 344344 7:30AM 13 0 8 0 2121 0 7 2 2 0 1111 0 11 79 3 0 9393 0 1 217 12 0 230230 0 355355 7:45AM 16 0 12 0 2828 0 12 2 2 0 1616 0 7 77 2 0 8686 0 0 214 19 0 233233 0 363363 8:00AM 13 1 11 0 2525 0 4 0 1 0 55 0 7 105 8 0 120120 0 1 208 11 0 220220 0 370370 TotalTotal 56 1 43 0 100100 0 33 4 7 0 4444 3 37 345 20 0 402402 0 3 824 59 0 886886 0 14321432 % Approach% Approach 56.0%1.0%43.0%0%---75.0%9.1%15.9%0%---9.2%85.8%5.0%0%---0.3%93.0%6.7%0%---- % Total% Total 3.9%0.1%3.0%0%7.0%7.0%-2.3%0.3%0.5%0%3.1%3.1%-2.6%24.1%1.4%0%28.1%28.1%-0.2%57.5%4.1%0%61.9%61.9%-- PHFPHF 0.875 0.250 0.896 -0.8930.893 -0.688 0.500 0.875 -0.6880.688 -0.771 0.821 0.625 -0.8380.838 -0.750 0.949 0.776 -0.9510.951 -0.968 Lights and MotorcyclesLights and Motorcycles 54 1 39 0 9494 -33 4 7 0 4444 -33 328 20 0 381381 -3 811 58 0 872872 -1391 % Lights and% Lights and MotorcyclesMotorcycles 96.4%100%90.7%0%94.0%94.0%-100%100%100%0%100%100%-89.2%95.1%100%0%94.8%94.8%-100%98.4%98.3%0%98.4%98.4%-97.1% HeavyHeavy 2 0 4 0 66 -0 0 0 0 00 -4 17 0 0 2121 -0 13 1 0 1414 -41 % Heavy% Heavy 3.6%0%9.3%0%6.0%6.0%-0%0%0%0%0%0%-10.8%4.9%0%0%5.2%5.2%-0%1.6%1.7%0%1.6%1.6%-2.9% Pedestrians -----0 -----3 -----0 -----0 % Pedestrians -----------100%------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk -----------0%------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 4 of 9120 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 AM Peak (7:15 AM - 8:15 AM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Orphanage RdTotal: 1294 Total: 1302 Total: 68Total: 200Out: 408 Out: 900 Out: 24Out: 100In: 886 In: 402 In: 44In: 100 824 4 345 1 3 59 7 33 20 37 56 43 125 of 9121 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Orphanage Rd Business Driveway Franklin Turnpike Franklin Turnpike Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2023-05-11 12:00PM 17 0 9 0 2626 0 1 0 2 0 33 0 9 134 6 0 149149 0 0 137 14 1 152152 0 330330 12:15PM 11 0 9 0 2020 0 2 0 1 0 33 0 8 134 3 0 145145 0 2 121 17 0 140140 0 308308 12:30PM 15 1 10 0 2626 0 1 0 0 0 11 0 13 147 2 0 162162 0 0 127 10 0 137137 0 326326 12:45PM 18 0 9 0 2727 0 1 1 0 0 22 0 18 131 2 0 151151 0 1 120 16 0 137137 0 317317 TotalTotal 61 1 37 0 9999 0 5 1 3 0 99 0 48 546 13 0 607607 0 3 505 57 1 566566 0 12811281 % Approach% Approach 61.6%1.0%37.4%0%---55.6%11.1%33.3%0%---7.9%90.0%2.1%0%---0.5%89.2%10.1%0.2%---- % Total% Total 4.8%0.1%2.9%0%7.7%7.7%-0.4%0.1%0.2%0%0.7%0.7%-3.7%42.6%1.0%0%47.4%47.4%-0.2%39.4%4.4%0.1%44.2%44.2%-- PHFPHF 0.847 0.250 0.925 -0.9170.917 -0.625 0.250 0.375 -0.7500.750 -0.667 0.929 0.542 -0.9370.937 -0.375 0.922 0.838 0.250 0.9310.931 -0.970 Lights and MotorcyclesLights and Motorcycles 59 1 37 0 9797 -5 1 3 0 99 -45 543 13 0 601601 -3 497 56 1 557557 -1264 % Lights and% Lights and MotorcyclesMotorcycles 96.7%100%100%0%98.0%98.0%-100%100%100%0%100%100%-93.8%99.5%100%0%99.0%99.0%-100%98.4%98.2%100%98.4%98.4%-98.7% HeavyHeavy 2 0 0 0 22 -0 0 0 0 00 -3 3 0 0 66 -0 8 1 0 99 -17 % Heavy% Heavy 3.3%0%0%0%2.0%2.0%-0%0%0%0%0%0%-6.3%0.5%0%0%1.0%1.0%-0%1.6%1.8%0%1.6%1.6%-1.3% Pedestrians -----0 -----0 -----0 -----0 % Pedestrians ------------------------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk ------------------------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 6 of 9122 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 Midday Peak (12 PM - 1 PM) All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Orphanage RdTotal: 1177 Total: 1154 Total: 26Total: 205Out: 611 Out: 547 Out: 17Out: 106In: 566 In: 607 In: 9In: 99 505 1 546 1 1 3 57 3 5 13 48 61 37 7 of 9123 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US Leg Orphanage Rd Business Driveway Franklin Turnpike Franklin Turnpike Direction Eastbound Westbound Northbound Southbound Time L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*L T R U AppApp Ped*IntInt 2023-05-11 4:45PM 17 0 20 0 3737 0 2 0 0 0 22 0 15 194 8 0 217217 0 1 137 25 0 163163 0 419419 5:00PM 10 0 27 0 3737 0 4 1 0 0 55 0 24 205 5 0 234234 0 1 126 14 0 141141 0 417417 5:15PM 22 1 14 0 3737 0 3 0 0 0 33 0 18 255 12 0 285285 4 1 140 9 1 151151 0 476476 5:30PM 30 2 11 0 4343 0 10 0 2 0 1212 0 16 191 7 0 214214 0 0 127 20 0 147147 0 416416 TotalTotal 79 3 72 0 154154 0 19 1 2 0 2222 0 73 845 32 0 950950 4 3 530 68 1 602602 0 17281728 % Approach% Approach 51.3%1.9%46.8%0%---86.4%4.5%9.1%0%---7.7%88.9%3.4%0%---0.5%88.0%11.3%0.2%---- % Total% Total 4.6%0.2%4.2%0%8.9%8.9%-1.1%0.1%0.1%0%1.3%1.3%-4.2%48.9%1.9%0%55.0%55.0%-0.2%30.7%3.9%0.1%34.8%34.8%-- PHFPHF 0.658 0.375 0.667 -0.8950.895 -0.475 0.250 0.250 -0.4580.458 -0.760 0.828 0.667 -0.8330.833 -0.750 0.946 0.680 0.250 0.9230.923 -0.908 Lights and MotorcyclesLights and Motorcycles 79 3 72 0 154154 -19 1 2 0 2222 -73 837 30 0 940940 -3 526 67 1 597597 -1713 % Lights and% Lights and MotorcyclesMotorcycles 100%100%100%0%100%100%-100%100%100%0%100%100%-100%99.1%93.8%0%98.9%98.9%-100%99.2%98.5%100%99.2%99.2%-99.1% HeavyHeavy 0 0 0 0 00 -0 0 0 0 00 -0 8 2 0 1010 -0 4 1 0 55 -15 % Heavy% Heavy 0%0%0%0%0%0%-0%0%0%0%0%0%-0%0.9%6.3%0%1.1%1.1%-0%0.8%1.5%0%0.8%0.8%-0.9% Pedestrians -----0 -----0 -----4 -----0 % Pedestrians -----------------100%------- Bicycles on Crosswalk -----0 -----0 -----0 -----0 % Bicycles on Crosswalk -----------------0%------- *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 8 of 9124 4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC4-Franklin Tpke & Orphanage Rd (VA23-146) - TMC Thu May 11, 2023 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights and Motorcycles, Heavy, Pedestrians, Bicycles on Crosswalk) All Movements ID: 1063767, Location: 36.642036, -79.399959 Provided by: Peggy Malone & Associates 14286 Beach Blvd, 19-345, Jacksonville Beach, FL, 32250, US [N] Franklin Turnpike [E] Business Driveway[S] Franklin Turnpike[W] Orphanage RdTotal: 1529 Total: 1571 Total: 60Total: 296Out: 927 Out: 621 Out: 38Out: 142In: 602 In: 950 In: 22In: 154 530 1 845 3 1 3 68 2 19 32 73 79 72 2 2 9 of 9125 Peggy Malone and Associates SPEED SUMMARY Page: 1 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 00:30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 2 00:45 0 0 0 0 0 0 0 1 2 0 0 0 0 0 3 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 3 1 0 1 0 0 6 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 1 1 0 0 0 3 04:15 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2 04:30 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 04:45 0 0 0 0 0 0 2 1 0 1 0 0 0 0 4 05:00 0 0 0 0 0 0 0 0 3 5 0 0 0 0 8 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 3 2 3 7 0 0 0 0 15 05:15 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 05:30 0 0 0 0 0 0 0 0 6 2 2 1 0 0 11 05:45 0 0 0 0 0 0 0 3 7 4 4 2 0 0 20 06:00 0 0 0 0 0 0 0 1 7 7 6 1 2 0 24 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 4 22 14 12 4 2 0 58 06:15 0 0 0 0 0 0 0 2 14 8 3 1 0 0 28 06:30 0 0 0 0 0 0 0 4 12 17 9 2 0 0 44 06:45 0 0 0 0 0 0 0 4 15 28 5 2 1 0 55 07:00 0 0 0 0 0 0 0 4 15 22 7 4 0 1 53 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 14 56 75 24 9 1 1 180 07:15 0 0 0 0 3 0 0 6 14 32 8 2 0 0 65 07:30 0 0 0 0 1 1 3 9 33 32 9 2 0 0 90 07:45 0 0 0 0 1 0 3 10 24 60 19 3 0 0 120 08:00 1 0 0 0 0 1 2 10 36 59 20 3 0 0 132 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 5 2 8 35 107 183 56 10 0 0 407 08:15 0 0 0 0 1 0 2 13 28 38 15 1 0 0 98 08:30 0 0 0 0 0 0 2 7 35 42 7 4 1 0 98 08:45 0 0 0 0 0 1 1 11 31 18 6 2 0 0 70 09:00 0 0 0 0 1 0 4 6 22 33 9 3 0 0 78 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 2 1 9 37 116 131 37 10 1 0 344 126 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B-2 TRAFFIC COUNT DATA TUBE COUNTS 127 Peggy Malone and Associates SPEED SUMMARY Page: 2 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 0 0 2 2 9 22 20 2 0 0 0 57 09:30 0 0 0 0 2 2 4 11 25 13 3 1 1 0 62 09:45 0 0 0 0 0 0 4 4 24 18 2 0 0 0 52 10:00 0 0 0 0 0 0 4 13 20 11 1 2 0 0 51 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 2 4 14 37 91 62 8 3 1 0 222 10:15 0 0 0 0 0 0 0 9 18 16 5 1 0 0 49 10:30 0 0 0 0 0 0 1 17 22 11 4 0 0 0 55 10:45 0 0 0 1 0 0 1 11 30 11 1 1 0 0 56 11:00 0 0 0 0 0 1 2 14 11 8 4 1 0 0 41 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 1 4 51 81 46 14 3 0 0 201 11:15 0 0 0 0 0 3 5 12 10 18 3 2 0 0 53 11:30 0 0 0 0 0 0 2 9 22 11 5 0 0 0 49 11:45 0 1 0 0 0 1 1 8 26 11 6 0 0 0 54 12:00 0 0 0 0 0 0 3 9 27 20 7 0 0 0 66 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 0 0 0 4 11 38 85 60 21 2 0 0 222 12:15 0 0 0 1 0 0 3 15 21 13 4 0 0 0 57 12:30 0 0 0 0 0 0 4 13 21 10 4 0 0 0 52 12:45 0 0 0 0 0 0 3 14 21 12 6 2 0 0 58 13:00 0 0 0 0 0 0 2 14 23 23 2 1 0 0 65 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 0 12 56 86 58 16 3 0 0 232 13:15 0 0 0 0 0 0 2 15 19 15 4 0 0 0 55 13:30 0 0 0 0 2 1 5 20 22 13 5 0 0 0 68 13:45 0 0 0 0 1 1 4 10 23 18 2 0 0 0 59 14:00 0 0 0 0 1 0 0 10 24 16 2 1 0 0 54 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 4 2 11 55 88 62 13 1 0 0 236 14:15 0 0 0 0 0 1 0 12 29 13 3 0 1 0 59 14:30 0 0 0 0 0 0 2 8 27 12 3 0 0 0 52 14:45 0 0 0 0 0 0 5 17 21 12 2 0 0 0 57 15:00 0 0 0 0 0 1 3 15 21 16 5 1 0 0 62 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 2 10 52 98 53 13 1 1 0 230 15:15 0 0 0 0 3 6 6 14 25 14 2 0 0 0 70 15:30 0 0 0 0 0 1 3 10 26 23 7 0 0 0 70 15:45 0 0 0 0 1 2 4 8 19 19 4 0 0 0 57 16:00 0 0 0 0 4 1 3 9 27 19 8 1 0 0 72 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 8 10 16 41 97 75 21 1 0 0 269 16:15 0 0 0 0 0 3 6 17 16 9 2 0 0 0 53 16:30 0 0 0 0 0 2 7 12 8 14 0 0 0 0 43 16:45 0 0 0 0 1 2 6 19 24 2 1 0 0 0 55 17:00 1 0 0 0 0 0 1 17 27 19 1 1 0 0 67 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 1 7 20 65 75 44 4 1 0 0 218 17:15 0 0 0 0 0 0 1 12 28 25 3 0 0 0 69 17:30 0 0 0 0 0 3 2 6 31 28 6 0 1 0 77 17:45 0 0 0 0 0 1 0 8 31 19 6 1 0 0 66 18:00 0 0 0 0 0 1 0 12 22 23 5 2 0 0 65 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 5 3 38 112 95 20 3 1 0 277 128 Peggy Malone and Associates SPEED SUMMARY Page: 3 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 0 0 0 0 0 0 3 10 25 18 6 0 0 0 62 18:30 0 0 0 0 0 1 1 16 18 19 7 2 1 0 65 18:45 0 0 0 0 0 0 2 12 22 17 8 2 0 1 64 19:00 0 0 0 0 0 0 2 6 18 18 4 1 1 0 50 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 8 44 83 72 25 5 2 1 241 19:15 0 0 0 1 0 0 2 5 15 12 6 1 0 0 42 19:30 0 0 0 0 0 0 2 5 15 12 2 2 0 1 39 19:45 0 0 0 0 0 0 2 11 21 10 2 1 0 0 47 20:00 0 0 0 0 0 0 6 8 22 5 2 0 0 0 43 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 0 12 29 73 39 12 4 0 1 171 20:15 0 0 0 0 0 0 2 10 17 10 1 1 0 0 41 20:30 0 0 0 1 1 1 1 9 15 13 2 1 2 0 46 20:45 0 0 0 0 0 0 2 9 12 8 0 0 0 0 31 21:00 0 0 0 0 0 0 4 10 11 3 2 0 0 0 30 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 1 1 9 38 55 34 5 2 2 0 148 21:15 0 0 1 0 0 1 2 5 10 4 2 0 0 0 25 21:30 0 0 0 0 1 1 0 4 5 4 1 0 0 0 16 21:45 0 0 0 0 0 0 2 4 8 4 0 0 1 0 19 22:00 0 0 0 0 0 0 1 2 5 6 1 0 0 0 15 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 0 1 2 5 15 28 18 4 0 1 0 75 22:15 0 0 0 0 0 0 0 4 7 4 0 0 0 1 16 22:30 0 0 0 0 0 0 0 0 2 2 1 0 0 0 5 22:45 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 23:00 0 0 0 0 0 0 0 2 1 0 1 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 6 12 6 2 0 0 1 27 23:15 0 0 0 0 0 0 0 0 3 3 1 0 0 0 7 23:30 0 0 0 0 0 0 0 3 1 0 0 0 0 0 4 23:45 0 0 0 0 0 0 0 1 1 1 0 0 0 0 3 24:00 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 4 7 4 1 0 0 0 16 ------------------------------------------------------------------------------------------------------ DAY TOTAL 2 1 1 4 24 42 155 662 1382 1140 309 63 12 4 3801 PERCENTS 0.1% 0.0% 0.0% 0.1% 0.6% 1.1% 4.1% 17.4% 36.4% 30.0% 8.1% 1.7% 0.3% 0.1% 100.0% 129 Peggy Malone and Associates SPEED SUMMARY Page: 4 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 42.6 mph 54.2 mph Median Speed Average Speed 48.7 mph 48.5 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 2906 1382 vehicles in pace 76.6% Representing 36.4% of the total vehicles 130 Peggy Malone and Associates SPEED SUMMARY Page: 5 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 2 1 1 0 0 0 0 4 00:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 00:45 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 2 3 2 0 0 0 0 8 01:15 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 01:30 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 1 0 1 1 0 0 4 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 1 0 1 1 0 0 3 04:00 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 2 1 1 1 0 0 5 04:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 04:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 04:45 0 0 0 0 0 0 0 3 1 0 0 0 0 0 4 05:00 0 0 0 0 0 0 0 1 1 2 3 0 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 5 3 2 3 0 0 0 13 05:15 0 0 0 0 0 0 0 0 1 4 1 0 0 0 6 05:30 0 0 0 0 0 0 0 1 5 5 1 0 1 0 13 05:45 0 0 0 0 0 0 0 1 9 3 2 1 2 0 18 06:00 0 0 0 0 0 0 0 1 5 4 2 0 1 0 13 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 3 20 16 6 1 4 0 50 06:15 0 0 0 0 0 0 0 4 8 7 6 0 0 0 25 06:30 0 0 0 0 0 0 0 3 17 14 3 4 1 0 42 06:45 0 0 0 0 0 0 2 5 20 25 5 1 0 0 58 07:00 0 0 0 0 0 0 0 4 22 19 9 1 0 0 55 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 2 16 67 65 23 6 1 0 180 07:15 0 0 0 0 0 0 1 2 24 19 7 0 0 0 53 07:30 0 0 0 0 3 2 10 7 22 26 12 4 0 0 86 07:45 0 0 0 0 1 0 3 6 30 56 10 4 1 0 111 08:00 1 0 0 0 0 0 1 12 30 45 18 2 0 0 109 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 4 2 15 27 106 146 47 10 1 0 359 08:15 0 0 0 0 0 0 1 8 33 49 13 3 0 0 107 08:30 1 0 0 1 2 0 3 9 24 43 4 2 1 0 90 08:45 0 0 0 0 1 1 1 15 24 16 12 0 0 0 70 09:00 1 0 0 0 1 1 4 12 28 26 3 0 0 0 76 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 1 4 2 9 44 109 134 32 5 1 0 343 131 Peggy Malone and Associates SPEED SUMMARY Page: 6 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 0 0 2 2 13 18 13 7 1 0 0 56 09:30 0 1 0 0 0 0 1 9 25 16 2 2 0 0 56 09:45 0 0 0 0 0 0 3 13 33 20 2 1 0 0 72 10:00 0 1 0 0 2 0 2 7 24 12 4 1 0 0 53 ------------------------------------------------------------------------------------------------------ Hour Total 0 2 0 0 2 2 8 42 100 61 15 5 0 0 237 10:15 0 0 0 0 0 0 4 16 19 20 4 1 0 0 64 10:30 0 0 0 0 0 0 2 14 21 14 8 2 0 0 61 10:45 0 0 1 0 0 0 1 12 29 10 9 0 1 0 63 11:00 0 0 0 0 0 1 1 12 19 13 5 0 0 1 52 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 0 0 1 8 54 88 57 26 3 1 1 240 11:15 0 0 0 0 0 0 2 12 23 18 6 0 0 0 61 11:30 0 0 0 0 1 0 2 6 15 12 8 1 0 0 45 11:45 0 0 0 0 0 2 3 14 25 14 6 0 0 0 64 12:00 1 0 0 0 1 0 2 10 26 16 5 0 0 0 61 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 2 2 9 42 89 60 25 1 0 0 231 12:15 0 0 0 0 1 0 4 19 30 18 2 1 0 0 75 12:30 0 0 0 0 0 0 2 11 20 19 5 0 0 0 57 12:45 0 0 0 0 0 1 1 25 23 10 4 1 1 0 66 13:00 0 0 0 0 0 1 3 19 19 17 3 0 0 0 62 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 1 2 10 74 92 64 14 2 1 0 260 13:15 0 0 0 0 0 0 2 10 22 19 1 1 0 0 55 13:30 0 0 1 0 0 0 3 11 30 11 5 0 0 0 61 13:45 0 0 0 0 0 3 4 13 27 16 6 2 0 0 71 14:00 0 0 0 1 0 2 4 12 26 12 1 2 0 0 60 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 1 0 5 13 46 105 58 13 5 0 0 247 14:15 0 0 0 0 1 0 2 24 29 8 4 0 0 0 68 14:30 0 0 0 0 0 0 2 9 27 14 5 1 0 0 58 14:45 0 0 0 0 0 0 2 12 20 18 7 1 0 0 60 15:00 0 0 0 1 0 1 5 7 21 20 7 0 2 0 64 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 1 1 11 52 97 60 23 2 2 0 250 15:15 0 0 0 0 2 1 4 10 23 9 2 0 0 0 51 15:30 0 0 0 0 0 0 7 18 25 23 2 0 0 2 77 15:45 0 0 0 0 2 2 5 16 32 26 7 2 0 0 92 16:00 0 0 0 0 2 0 1 12 21 25 5 1 0 0 67 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 6 3 17 56 101 83 16 3 0 2 287 16:15 0 0 1 0 0 2 1 9 33 25 8 3 0 0 82 16:30 0 0 0 0 0 0 0 10 23 28 3 1 0 1 66 16:45 1 0 0 0 1 2 5 7 27 15 3 0 0 0 61 17:00 0 0 0 0 1 1 4 5 26 29 5 2 0 0 73 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 1 0 2 5 10 31 109 97 19 6 0 1 282 17:15 0 0 0 0 1 1 2 11 27 16 6 0 0 0 64 17:30 0 1 0 0 0 1 2 10 19 20 8 3 0 1 65 17:45 0 0 0 0 2 1 0 9 16 22 11 3 0 0 64 18:00 0 0 0 0 2 0 4 8 25 23 10 7 0 0 79 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 0 0 5 3 8 38 87 81 35 13 0 1 272 132 Peggy Malone and Associates SPEED SUMMARY Page: 7 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 0 0 1 0 0 0 1 10 24 27 4 3 0 0 70 18:30 1 0 0 0 0 0 1 7 19 19 7 0 0 0 54 18:45 0 0 0 0 0 1 2 7 25 19 7 2 1 0 64 19:00 0 0 0 0 0 0 1 8 20 19 5 2 0 0 55 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 1 0 0 1 5 32 88 84 23 7 1 0 243 19:15 0 0 0 0 0 0 3 12 13 13 5 0 0 1 47 19:30 0 0 0 0 0 0 2 11 16 6 1 0 0 0 36 19:45 0 0 0 0 0 0 1 6 10 8 1 0 2 0 28 20:00 0 0 0 0 0 0 2 10 10 17 2 1 1 0 43 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 8 39 49 44 9 1 3 1 154 20:15 0 0 0 0 0 0 5 12 10 8 4 1 0 0 40 20:30 0 0 0 0 0 0 3 7 15 10 3 0 0 0 38 20:45 0 0 0 0 1 0 5 13 14 5 3 0 0 1 42 21:00 0 0 0 0 0 0 3 11 13 3 7 0 2 0 39 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 1 0 16 43 52 26 17 1 2 1 159 21:15 0 0 1 0 0 0 2 2 8 6 2 0 0 0 21 21:30 0 0 0 0 0 1 2 5 7 7 1 2 0 0 25 21:45 0 0 0 0 0 2 3 0 8 5 3 0 0 0 21 22:00 0 0 0 0 0 0 2 4 4 3 0 0 0 0 13 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 0 0 3 9 11 27 21 6 2 0 0 80 22:15 0 0 0 0 0 0 0 1 2 2 0 1 0 0 6 22:30 0 0 0 0 0 0 1 2 2 4 2 0 0 0 11 22:45 0 0 0 0 0 0 0 2 0 2 1 0 0 0 5 23:00 0 0 0 0 0 1 0 0 2 3 0 0 0 0 6 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 1 5 6 11 3 1 0 0 28 23:15 0 0 0 0 0 0 0 2 2 2 0 0 0 0 6 23:30 0 0 0 0 0 0 2 3 0 1 0 1 0 0 7 23:45 0 0 0 0 0 0 0 0 1 2 0 0 0 0 3 24:00 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 2 5 4 6 0 1 0 0 18 ------------------------------------------------------------------------------------------------------ DAY TOTAL 6 3 5 3 28 33 162 668 1405 1179 357 77 17 7 3950 PERCENTS 0.2% 0.1% 0.1% 0.1% 0.7% 0.8% 4.1% 16.9% 35.6% 29.8% 9.0% 1.9% 0.4% 0.2% 100.0% 133 Peggy Malone and Associates SPEED SUMMARY Page: 8 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 42.7 mph 54.4 mph Median Speed Average Speed 48.8 mph 48.7 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 3035 1405 vehicles in pace 77.1% Representing 35.7% of the total vehicles 134 Peggy Malone and Associates SPEED SUMMARY Page: 9 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 8 6 52 317 2787 666 29 4 7 75 1330 2319 140 11 7751 PERCENTS 0.1% 0.1% 0.1% 0.1% 0.7% 1.0% 4.1% 17.2% 36.0% 29.9% 8.6% 1.8% 0.4% 0.1% 100.0% 135 Peggy Malone and Associates SPEED SUMMARY Page: 10 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 2 4 5 0 0 0 0 11 00:30 0 0 0 0 0 0 0 2 1 1 0 0 0 0 4 00:45 0 0 0 0 0 0 0 0 2 1 0 1 0 0 4 01:00 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 5 8 7 0 1 0 0 21 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 01:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 5 0 0 0 0 0 5 02:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 03:00 0 0 0 0 0 1 0 0 1 1 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 0 0 4 3 0 0 0 0 8 03:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2 03:45 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 04:00 0 0 0 0 0 1 0 1 1 0 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 0 2 3 2 0 0 0 0 8 04:15 0 0 0 0 0 0 1 1 1 0 0 0 0 0 3 04:30 0 0 0 0 0 0 0 0 4 3 1 0 0 0 8 04:45 0 0 0 0 0 0 0 2 6 5 0 1 0 1 15 05:00 0 0 0 0 0 0 0 0 10 7 3 0 0 0 20 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 3 21 15 4 1 0 1 46 05:15 0 0 0 0 0 0 0 2 7 6 0 0 0 0 15 05:30 0 0 0 0 0 0 0 3 10 8 0 0 0 0 21 05:45 0 0 0 0 0 0 0 1 15 16 7 1 0 1 41 06:00 0 0 0 0 0 0 0 3 12 14 3 0 0 0 32 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 9 44 44 10 1 0 1 109 06:15 0 0 0 0 0 0 0 6 10 26 0 1 0 0 43 06:30 0 0 0 0 0 0 0 4 14 21 12 3 1 1 56 06:45 0 0 0 0 0 0 1 4 24 27 15 2 2 0 75 07:00 0 0 0 0 0 2 2 2 16 20 9 2 0 0 53 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 2 3 16 64 94 36 8 3 1 227 07:15 0 0 0 0 3 1 1 4 23 24 2 2 0 0 60 07:30 1 0 0 1 0 4 7 12 30 37 7 1 0 2 102 07:45 2 0 2 1 3 1 0 7 30 47 16 1 0 2 112 08:00 0 0 0 2 2 3 0 6 33 41 17 2 0 3 109 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 2 4 8 9 8 29 116 149 42 6 0 7 383 08:15 0 0 0 1 2 4 2 16 35 27 10 0 1 2 100 08:30 2 1 0 0 0 2 0 9 32 36 17 1 1 1 102 08:45 0 0 0 3 1 1 1 10 19 39 3 0 1 1 79 09:00 0 0 0 1 0 0 4 5 31 28 0 0 0 0 69 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 0 5 3 7 7 40 117 130 30 1 3 4 350 136 Peggy Malone and Associates SPEED SUMMARY Page: 11 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 2 0 0 0 1 1 8 44 13 3 0 0 0 72 09:30 0 0 0 0 0 3 3 13 24 17 5 0 0 0 65 09:45 0 0 1 0 0 2 2 13 24 22 1 1 0 0 66 10:00 0 0 0 0 0 0 5 14 36 8 4 0 0 0 67 ------------------------------------------------------------------------------------------------------ Hour Total 0 2 1 0 0 6 11 48 128 60 13 1 0 0 270 10:15 0 0 0 0 0 2 5 9 20 16 5 0 0 0 57 10:30 0 0 0 0 1 1 2 6 25 20 0 1 0 0 56 10:45 0 0 0 0 0 2 5 13 27 14 1 0 0 1 63 11:00 0 0 0 2 1 2 5 9 25 11 4 3 0 2 64 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 2 2 7 17 37 97 61 10 4 0 3 240 11:15 0 0 0 0 1 1 4 5 20 6 3 0 0 0 40 11:30 1 1 1 0 1 3 4 14 21 17 3 0 0 2 68 11:45 0 0 0 0 1 1 4 12 23 23 2 0 0 1 67 12:00 0 0 0 0 0 3 6 14 15 14 0 0 0 0 52 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 1 0 3 8 18 45 79 60 8 0 0 3 227 12:15 0 0 0 1 0 0 2 10 23 19 0 0 0 1 56 12:30 0 0 0 0 0 1 4 7 27 17 0 1 0 3 60 12:45 0 0 0 1 2 0 5 7 14 17 0 0 0 5 51 13:00 0 0 0 0 1 3 3 12 32 18 1 0 0 0 70 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 2 3 4 14 36 96 71 1 1 0 9 237 13:15 1 0 0 4 1 1 4 13 13 12 4 1 0 1 55 13:30 0 0 0 1 1 1 1 12 25 16 6 0 0 1 64 13:45 1 0 0 0 0 2 1 8 31 11 4 1 1 0 60 14:00 0 0 0 0 1 2 3 12 25 15 2 2 2 0 64 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 5 3 6 9 45 94 54 16 4 3 2 243 14:15 0 0 0 0 4 0 4 10 16 10 6 0 0 0 50 14:30 0 0 0 1 0 1 3 12 21 15 3 1 0 0 57 14:45 0 0 0 3 1 1 4 9 20 3 7 0 0 1 49 15:00 0 0 0 0 0 1 3 6 25 16 4 2 1 1 59 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 4 5 3 14 37 82 44 20 3 1 2 215 15:15 4 0 0 0 0 5 15 3 21 12 4 2 0 0 66 15:30 0 0 0 0 3 1 7 17 26 13 3 0 1 0 71 15:45 0 1 0 2 0 3 3 12 25 17 4 0 0 0 67 16:00 0 0 0 2 1 2 0 13 31 23 1 0 0 1 74 ------------------------------------------------------------------------------------------------------ Hour Total 4 1 0 4 4 11 25 45 103 65 12 2 1 1 278 16:15 1 0 0 0 1 1 9 40 38 8 0 0 0 2 100 16:30 1 0 0 0 0 2 15 48 18 8 1 0 0 1 94 16:45 1 0 0 1 2 3 11 46 17 7 3 0 0 0 91 17:00 0 0 0 2 3 1 3 23 18 13 1 0 0 0 64 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 0 3 6 7 38 157 91 36 5 0 0 3 349 17:15 0 0 1 2 3 1 2 18 21 12 3 0 0 0 63 17:30 0 2 1 0 5 2 10 8 13 28 4 3 0 0 76 17:45 0 0 2 1 1 1 3 13 39 21 5 0 0 0 86 18:00 0 0 0 0 2 0 6 5 27 15 12 2 0 0 69 ------------------------------------------------------------------------------------------------------ Hour Total 0 2 4 3 11 4 21 44 100 76 24 5 0 0 294 137 Peggy Malone and Associates SPEED SUMMARY Page: 12 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 0 0 0 0 0 0 0 13 30 21 1 2 0 1 68 18:30 0 0 0 0 0 2 1 6 30 23 7 1 0 1 71 18:45 0 0 0 0 2 0 1 6 29 28 4 1 1 1 73 19:00 1 0 0 0 4 1 0 12 17 18 4 2 0 2 61 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 6 3 2 37 106 90 16 6 1 5 273 19:15 0 0 0 2 0 0 2 8 22 10 6 0 0 0 50 19:30 0 0 0 0 0 0 2 8 9 16 2 2 0 2 41 19:45 0 0 0 0 0 0 1 8 13 10 3 1 0 0 36 20:00 0 0 0 0 1 0 8 7 12 15 2 0 0 0 45 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 2 1 0 13 31 56 51 13 3 0 2 172 20:15 0 0 0 0 0 0 2 9 9 14 0 0 0 0 34 20:30 0 0 0 0 0 1 8 15 19 4 0 0 0 0 47 20:45 0 0 0 0 0 0 3 10 11 4 4 0 0 0 32 21:00 0 0 0 0 0 1 1 13 2 8 0 0 0 0 25 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 2 14 47 41 30 4 0 0 0 138 21:15 0 0 0 0 0 0 6 6 7 5 0 0 0 0 24 21:30 0 0 0 0 0 0 2 2 4 4 0 0 1 1 14 21:45 0 0 0 0 0 1 0 3 7 5 0 0 0 0 16 22:00 0 0 0 1 0 0 1 0 6 2 0 1 0 0 11 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 1 9 11 24 16 0 1 1 1 65 22:15 0 0 0 0 0 0 4 0 6 5 0 0 0 0 15 22:30 0 0 0 0 0 0 1 3 10 2 0 0 0 0 16 22:45 0 0 0 0 0 0 3 7 6 2 2 0 0 0 20 23:00 0 0 0 0 0 0 0 3 6 1 2 0 0 0 12 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 8 13 28 10 4 0 0 0 63 23:15 0 0 0 0 0 0 0 4 2 1 0 0 0 0 7 23:30 0 0 0 0 0 0 1 0 2 2 0 0 0 0 5 23:45 0 0 0 0 0 0 0 2 1 3 0 0 0 0 6 24:00 0 0 0 0 0 0 0 1 0 2 0 1 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 7 5 8 0 1 0 0 22 ------------------------------------------------------------------------------------------------------ DAY TOTAL 16 7 8 35 55 82 233 744 1512 1176 268 49 13 45 4243 PERCENTS 0.4% 0.2% 0.2% 0.8% 1.3% 1.9% 5.5% 17.5% 35.6% 27.7% 6.3% 1.2% 0.3% 1.1% 100.0% 138 Peggy Malone and Associates SPEED SUMMARY Page: 13 Wed 5/10/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 41.4 mph 53.7 mph Median Speed Average Speed 48.1 mph 47.5 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 3018 1512 vehicles in pace 72.2% Representing 36.2% of the total vehicles 139 Peggy Malone and Associates SPEED SUMMARY Page: 14 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 2 1 0 1 0 0 0 4 00:30 0 0 0 0 0 0 1 0 1 1 0 0 0 0 3 00:45 0 0 0 0 0 0 0 1 3 2 0 0 0 0 6 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 3 5 3 1 0 0 0 13 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 02:45 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 1 2 0 0 0 4 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 1 0 1 4 0 0 0 0 6 03:45 0 0 0 0 0 0 0 2 3 0 0 0 0 0 5 04:00 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 3 5 4 0 0 0 0 13 04:15 0 0 0 0 0 0 1 0 4 0 0 0 0 0 5 04:30 0 0 0 0 0 0 0 1 2 1 1 0 0 0 5 04:45 0 0 0 0 0 0 0 0 5 9 0 0 0 0 14 05:00 0 0 0 0 0 0 0 0 9 9 1 0 0 0 19 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 1 20 19 2 0 0 0 43 05:15 0 0 0 0 0 0 0 3 9 3 1 2 0 0 18 05:30 0 0 0 0 0 0 0 4 11 10 3 0 0 0 28 05:45 0 0 0 0 0 0 1 3 13 12 7 2 0 0 38 06:00 0 0 0 0 0 0 1 2 9 9 4 2 0 0 27 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 2 12 42 34 15 6 0 0 111 06:15 0 2 0 1 0 0 2 4 13 18 3 1 0 0 44 06:30 0 0 0 0 0 1 0 3 15 31 5 0 1 1 57 06:45 0 1 0 0 0 0 1 6 19 20 5 6 3 0 61 07:00 0 0 0 0 0 0 3 7 15 20 2 2 0 0 49 ------------------------------------------------------------------------------------------------------ Hour Total 0 3 0 1 0 1 6 20 62 89 15 9 4 1 211 07:15 0 0 0 0 5 0 1 8 21 24 6 0 0 0 65 07:30 2 0 0 1 4 8 6 3 27 26 10 1 0 2 90 07:45 0 1 0 4 0 2 0 24 38 22 10 0 0 0 101 08:00 2 0 0 0 2 9 3 2 28 48 3 2 0 0 99 ------------------------------------------------------------------------------------------------------ Hour Total 4 1 0 5 11 19 10 37 114 120 29 3 0 2 355 08:15 1 1 3 0 1 0 6 2 28 57 8 0 0 3 110 08:30 0 0 0 2 0 1 0 7 22 47 18 1 0 3 101 08:45 0 0 0 1 1 0 3 8 14 25 8 1 0 0 61 09:00 1 0 0 1 1 2 0 7 25 27 8 0 1 0 73 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 3 4 3 3 9 24 89 156 42 2 1 6 345 140 Peggy Malone and Associates SPEED SUMMARY Page: 15 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 1 0 0 5 5 23 28 0 1 1 3 67 09:30 0 0 0 1 1 0 1 6 22 11 5 0 0 0 47 09:45 0 0 0 0 4 0 0 14 18 13 5 1 0 2 57 10:00 0 0 0 1 1 1 2 9 19 24 8 2 1 1 69 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 3 6 1 8 34 82 76 18 4 2 6 240 10:15 0 1 0 0 3 5 3 14 28 13 1 2 0 2 72 10:30 1 1 1 0 2 1 4 6 23 23 4 0 0 2 68 10:45 0 0 0 0 0 0 1 24 19 23 4 2 0 1 74 11:00 0 1 0 1 0 1 4 12 15 17 0 0 0 2 53 ------------------------------------------------------------------------------------------------------ Hour Total 1 3 1 1 5 7 12 56 85 76 9 4 0 7 267 11:15 0 0 0 0 3 0 5 6 20 17 1 1 0 0 53 11:30 0 0 0 0 1 1 1 9 26 19 0 1 0 1 59 11:45 1 0 0 1 1 1 2 6 26 24 1 0 1 1 65 12:00 0 0 0 0 0 0 4 13 17 15 0 0 0 0 49 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 1 5 2 12 34 89 75 2 2 1 2 226 12:15 0 0 0 0 1 2 5 12 33 18 0 0 1 0 72 12:30 0 2 0 0 4 4 5 19 31 5 2 0 0 2 74 12:45 1 0 0 1 0 1 2 14 26 13 1 0 0 1 60 13:00 0 0 0 0 2 0 4 10 21 16 2 0 0 2 57 ------------------------------------------------------------------------------------------------------ Hour Total 1 2 0 1 7 7 16 55 111 52 5 0 1 5 263 13:15 0 0 0 0 1 0 4 9 27 16 2 1 0 0 60 13:30 0 0 0 0 0 1 4 13 20 15 1 1 0 1 56 13:45 2 1 0 1 1 3 7 12 29 21 1 0 0 0 78 14:00 0 0 0 1 0 4 2 9 23 15 2 0 0 1 57 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 0 2 2 8 17 43 99 67 6 2 0 2 251 14:15 0 0 0 0 3 2 0 12 27 14 2 0 0 0 60 14:30 0 0 0 0 4 1 2 11 25 14 1 2 0 0 60 14:45 0 0 0 0 1 3 2 9 17 20 3 2 0 0 57 15:00 0 0 0 1 0 1 6 8 23 26 2 2 0 0 69 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 8 7 10 40 92 74 8 6 0 0 246 15:15 1 0 0 0 8 3 1 9 15 17 5 0 0 1 60 15:30 0 0 0 1 3 0 3 16 25 21 8 0 0 0 77 15:45 0 0 2 0 2 2 7 14 32 21 2 0 0 2 84 16:00 0 0 1 0 0 0 10 7 22 23 3 1 0 0 67 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 3 1 13 5 21 46 94 82 18 1 0 3 288 16:15 0 0 1 0 2 0 3 12 18 33 9 3 0 1 82 16:30 0 0 0 0 1 1 0 17 24 17 4 0 0 4 68 16:45 0 0 0 0 2 0 7 20 35 16 3 0 0 2 85 17:00 1 0 1 1 0 0 2 14 21 31 7 1 0 0 79 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 2 1 5 1 12 63 98 97 23 4 0 7 314 17:15 1 0 2 2 6 0 5 5 23 16 3 1 1 1 66 17:30 1 0 0 2 3 1 5 8 27 20 9 2 0 2 80 17:45 0 0 1 0 1 1 3 4 19 27 7 0 0 0 63 18:00 0 1 1 3 1 1 2 10 25 37 4 0 1 1 87 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 4 7 11 3 15 27 94 100 23 3 2 4 296 141 Peggy Malone and Associates SPEED SUMMARY Page: 16 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 0 0 0 0 0 0 3 6 25 24 10 0 0 2 70 18:30 0 0 0 0 0 0 1 9 26 25 1 1 0 1 64 18:45 0 0 1 0 0 1 1 4 19 20 9 0 0 2 57 19:00 0 0 0 0 0 0 2 6 18 19 2 2 0 1 50 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 0 0 1 7 25 88 88 22 3 0 6 241 19:15 0 0 0 0 0 3 4 5 21 13 4 0 0 0 50 19:30 0 0 0 0 0 0 3 8 13 12 7 0 0 0 43 19:45 0 0 0 0 1 0 1 6 16 8 2 1 0 0 35 20:00 0 2 0 0 1 1 5 1 23 9 10 0 0 0 52 ------------------------------------------------------------------------------------------------------ Hour Total 0 2 0 0 2 4 13 20 73 42 23 1 0 0 180 20:15 0 0 0 0 0 0 1 11 8 12 2 0 0 0 34 20:30 0 0 0 0 0 1 3 5 15 7 1 1 0 0 33 20:45 0 0 0 0 0 0 4 8 11 11 0 0 0 2 36 21:00 0 0 0 0 0 0 3 7 14 12 0 0 1 1 38 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 11 31 48 42 3 1 1 3 141 21:15 0 0 2 0 0 1 3 6 9 8 0 0 0 0 29 21:30 1 0 0 0 0 1 2 6 15 7 1 0 0 0 33 21:45 0 0 0 0 0 0 1 8 12 7 0 0 0 2 30 22:00 0 0 0 1 0 1 0 5 4 3 2 0 0 0 16 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 2 1 0 3 6 25 40 25 3 0 0 2 108 22:15 0 0 0 0 1 2 2 2 5 4 0 0 0 0 16 22:30 0 0 0 0 0 0 0 3 8 5 1 0 0 0 17 22:45 0 0 0 0 0 0 4 9 2 4 0 1 0 0 20 23:00 0 0 0 0 0 0 1 2 5 4 0 0 0 0 12 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 1 2 7 16 20 17 1 1 0 0 65 23:15 0 0 0 0 0 1 0 0 2 4 1 0 0 0 8 23:30 0 0 0 0 0 0 1 0 4 3 1 0 0 0 9 23:45 0 0 0 0 0 0 0 0 6 4 3 0 0 0 13 24:00 0 0 0 0 0 0 0 2 3 1 1 0 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 1 2 15 12 6 0 0 0 37 ------------------------------------------------------------------------------------------------------ DAY TOTAL 16 14 16 29 79 76 198 617 1467 1352 276 52 12 56 4260 PERCENTS 0.4% 0.3% 0.4% 0.7% 1.9% 1.8% 4.6% 14.5% 34.4% 31.7% 6.5% 1.2% 0.3% 1.3% 100.0% 142 Peggy Malone and Associates SPEED SUMMARY Page: 17 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 41.8 mph 53.9 mph Median Speed Average Speed 48.6 mph 47.8 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 3159 1467 vehicles in pace 75.4% Representing 35.0% of the total vehicles 143 Peggy Malone and Associates SPEED SUMMARY Page: 18 Thu 5/11/2023 Station #: M EB (O/I) File: D0509004.prn Site ID: 000000008686 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 32 24 134 431 2979 544 25 21 64 158 1361 2528 101 101 8503 PERCENTS 0.4% 0.2% 0.3% 0.8% 1.6% 1.9% 5.1% 16.0% 35.0% 29.7% 6.4% 1.2% 0.3% 1.2% 100.0% 144 Peggy Malone and Associates SPEED SUMMARY Page: 1 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 1 1 1 1 0 0 0 0 4 00:30 0 1 0 0 0 0 0 0 1 0 0 0 0 0 2 00:45 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 0 0 0 0 1 1 3 2 0 0 0 0 8 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 03:15 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 03:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2 04:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 04:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 04:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 1 1 1 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 2 2 2 0 0 0 0 6 05:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 05:30 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 05:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 1 1 2 0 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 4 3 0 0 0 0 8 06:15 0 0 0 0 1 0 0 1 1 2 0 0 0 0 5 06:30 0 0 1 1 0 0 0 0 1 4 0 1 1 0 9 06:45 0 1 0 0 1 0 0 1 0 2 2 1 0 0 8 07:00 0 0 0 0 0 2 0 1 3 5 3 0 0 0 14 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 1 1 2 2 0 3 5 13 5 2 1 0 36 07:15 0 1 0 4 6 1 1 3 1 6 4 0 1 2 30 07:30 0 0 0 0 2 4 6 5 20 6 3 2 0 0 48 07:45 0 0 1 7 3 1 1 3 12 7 6 1 0 0 42 08:00 0 0 1 4 5 3 3 4 5 11 3 1 0 1 41 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 2 15 16 9 11 15 38 30 16 4 1 3 161 08:15 2 1 0 3 1 2 1 2 9 15 9 4 1 0 50 08:30 0 0 3 5 3 2 1 4 9 15 2 1 1 0 46 08:45 0 0 2 2 1 2 1 6 8 5 5 1 0 1 34 09:00 0 0 0 4 1 2 0 6 16 7 4 1 0 0 41 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 5 14 6 8 3 18 42 42 20 7 2 1 171 145 Peggy Malone and Associates SPEED SUMMARY Page: 2 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 1 2 3 2 1 8 10 9 0 0 0 0 36 09:30 0 0 1 1 1 4 2 8 10 10 2 0 0 0 39 09:45 0 1 1 7 2 2 1 11 12 9 4 0 1 0 51 10:00 0 0 1 4 2 4 7 7 16 3 1 1 0 0 46 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 4 14 8 12 11 34 48 31 7 1 1 0 172 10:15 0 0 0 5 2 1 4 9 10 3 3 0 0 0 37 10:30 0 1 0 1 1 0 1 8 11 8 3 0 0 0 34 10:45 0 0 3 1 2 2 3 7 7 13 1 2 0 0 41 11:00 0 0 1 2 1 3 4 5 10 14 2 1 1 0 44 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 4 9 6 6 12 29 38 38 9 3 1 0 156 11:15 0 0 0 5 2 2 8 8 7 11 2 1 0 0 46 11:30 1 0 1 6 5 3 3 7 13 11 3 1 0 0 54 11:45 0 0 2 6 2 1 1 8 14 7 2 0 0 3 46 12:00 0 0 3 1 6 1 4 8 21 13 3 1 0 0 61 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 6 18 15 7 16 31 55 42 10 3 0 3 207 12:15 0 0 0 4 4 7 4 6 10 16 4 2 0 0 57 12:30 0 0 0 7 2 2 3 1 15 32 10 0 1 0 73 12:45 1 0 1 3 0 2 2 18 12 15 3 0 0 2 59 13:00 0 0 0 3 0 2 7 8 22 9 2 0 0 0 53 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 1 17 6 13 16 33 59 72 19 2 1 2 242 13:15 0 0 1 6 4 1 3 8 9 18 3 1 0 1 55 13:30 1 0 2 10 0 1 2 9 12 16 5 1 0 1 60 13:45 0 0 2 2 3 0 5 3 16 22 1 2 0 1 57 14:00 0 0 6 6 2 2 3 7 10 18 4 0 1 0 59 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 11 24 9 4 13 27 47 74 13 4 1 3 231 14:15 0 1 1 8 3 4 2 5 18 13 1 0 0 0 56 14:30 1 0 2 9 0 8 3 5 14 17 2 1 0 0 62 14:45 0 0 1 6 7 2 0 16 24 15 4 0 0 0 75 15:00 0 0 0 6 2 4 1 9 21 13 6 0 1 0 63 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 4 29 12 18 6 35 77 58 13 1 1 0 256 15:15 0 1 2 5 8 5 5 10 13 25 2 0 0 0 76 15:30 2 4 3 9 5 13 4 5 10 16 5 1 0 0 77 15:45 1 2 0 9 1 3 9 13 15 14 4 0 0 0 71 16:00 2 0 0 10 3 2 4 8 27 9 10 3 0 0 78 ------------------------------------------------------------------------------------------------------ Hour Total 5 7 5 33 17 23 22 36 65 64 21 4 0 0 302 16:15 1 0 1 4 7 3 3 19 28 13 2 3 0 1 85 16:30 0 0 2 6 3 5 6 23 23 20 1 0 0 1 90 16:45 0 1 1 10 6 1 7 25 21 6 1 0 0 0 79 17:00 0 0 2 6 6 2 5 22 19 9 1 0 0 0 72 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 6 26 22 11 21 89 91 48 5 3 0 2 326 17:15 2 0 1 10 6 3 5 8 25 23 7 1 1 1 93 17:30 2 0 3 12 7 9 1 11 25 33 14 0 0 3 120 17:45 0 0 0 7 5 12 3 7 30 21 11 2 0 0 98 18:00 1 0 0 7 3 3 1 7 23 22 6 1 0 2 76 ------------------------------------------------------------------------------------------------------ Hour Total 5 0 4 36 21 27 10 33 103 99 38 4 1 6 387 146 Peggy Malone and Associates SPEED SUMMARY Page: 3 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 1 0 0 8 4 5 3 10 10 29 5 1 3 0 79 18:30 1 0 2 3 3 1 2 6 13 23 10 4 0 0 68 18:45 0 0 3 9 0 2 3 8 13 19 1 3 0 0 61 19:00 0 0 1 2 4 0 2 4 12 14 4 1 1 0 45 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 6 22 11 8 10 28 48 85 20 9 4 0 253 19:15 0 0 1 2 0 0 4 8 24 12 5 0 0 3 59 19:30 0 0 0 6 1 1 5 13 17 20 8 1 0 0 72 19:45 1 0 0 6 3 0 0 6 22 6 8 0 0 0 52 20:00 1 0 1 5 1 1 1 8 25 14 5 0 0 0 62 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 2 19 5 2 10 35 88 52 26 1 0 3 245 20:15 2 0 0 10 2 0 0 2 8 13 4 1 0 0 42 20:30 0 0 3 3 2 0 5 6 15 7 6 0 0 0 47 20:45 0 0 1 3 1 0 3 3 13 12 1 0 0 0 37 21:00 0 0 0 3 0 0 1 9 10 12 5 0 0 0 40 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 4 19 5 0 9 20 46 44 16 1 0 0 166 21:15 0 0 0 7 0 2 4 7 9 6 6 0 0 0 41 21:30 0 0 1 2 0 1 1 2 6 7 3 0 0 0 23 21:45 0 0 0 1 0 1 2 3 4 5 7 0 0 0 23 22:00 0 0 0 0 0 0 0 3 8 4 2 0 0 0 17 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 10 0 4 7 15 27 22 18 0 0 0 104 22:15 0 0 0 1 1 2 2 2 3 2 1 3 0 0 17 22:30 0 0 0 3 0 0 2 4 7 6 5 0 0 0 27 22:45 0 0 0 0 0 0 0 0 6 3 2 0 0 0 11 23:00 0 0 0 0 0 0 1 1 3 5 0 0 0 0 10 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 4 1 2 5 7 19 16 8 3 0 0 65 23:15 0 0 0 0 0 1 0 0 1 5 1 0 0 0 8 23:30 0 0 0 1 0 0 0 1 4 4 1 0 0 0 11 23:45 0 0 0 0 0 0 0 2 0 4 2 0 0 0 8 24:00 0 0 0 0 0 0 0 1 2 1 0 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 1 0 4 7 14 4 0 0 0 31 ------------------------------------------------------------------------------------------------------ DAY TOTAL 23 15 66 311 162 157 183 497 912 855 268 53 14 23 3539 PERCENTS 0.6% 0.4% 1.9% 8.8% 4.6% 4.4% 5.2% 14.0% 25.8% 24.2% 7.6% 1.5% 0.4% 0.6% 100.0% 147 Peggy Malone and Associates SPEED SUMMARY Page: 4 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 29.1 mph 53.9 mph Median Speed Average Speed 47.0 mph 44.0 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 2102 912 vehicles in pace 60.2% Representing 26.1% of the total vehicles 148 Peggy Malone and Associates SPEED SUMMARY Page: 5 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 0 1 2 0 0 0 0 3 00:30 0 0 0 0 0 0 1 0 1 1 0 0 0 0 3 00:45 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:00 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 2 0 0 1 0 2 3 0 0 0 0 8 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 1 0 0 0 0 0 1 0 0 0 0 2 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 0 0 0 1 1 0 0 0 0 3 02:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 0 0 0 1 0 0 0 0 0 0 0 2 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 2 1 1 0 0 0 4 05:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:45 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 06:00 0 0 0 0 0 0 0 1 0 1 1 0 2 0 5 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 2 0 3 1 0 2 0 8 06:15 0 0 0 0 2 1 1 0 1 2 0 0 0 0 7 06:30 0 0 0 0 0 0 1 1 3 2 1 0 0 0 8 06:45 0 0 0 1 0 0 0 0 2 6 2 0 0 0 11 07:00 0 0 0 0 4 2 1 2 12 5 1 2 0 0 29 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 6 3 3 3 18 15 4 2 0 0 55 07:15 0 0 0 1 5 1 4 1 6 5 2 0 0 0 25 07:30 0 0 3 3 3 5 6 4 10 4 5 1 0 1 45 07:45 1 0 1 3 1 0 0 10 10 9 4 1 0 0 40 08:00 0 1 0 1 2 2 4 1 5 14 6 1 1 0 38 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 4 8 11 8 14 16 31 32 17 3 1 1 148 08:15 2 0 0 2 4 1 1 7 8 14 6 1 0 0 46 08:30 0 0 1 7 2 1 2 2 8 11 4 1 0 0 39 08:45 0 0 3 3 2 3 7 5 4 10 6 1 1 0 45 09:00 0 0 1 3 4 2 0 7 10 16 3 0 0 0 46 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 5 15 12 7 10 21 30 51 19 3 1 0 176 149 Peggy Malone and Associates SPEED SUMMARY Page: 6 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 4 2 0 3 6 13 16 1 0 0 0 45 09:30 0 0 0 2 1 2 0 4 10 13 1 4 0 1 38 09:45 0 0 1 6 1 0 1 7 10 10 4 2 0 0 42 10:00 0 0 1 8 2 2 3 8 10 8 5 1 0 0 48 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 2 20 6 4 7 25 43 47 11 7 0 1 173 10:15 0 1 2 4 4 4 2 9 7 13 2 1 0 1 50 10:30 0 0 1 4 0 2 2 7 14 16 4 0 1 0 51 10:45 0 0 1 4 2 1 2 5 16 7 1 1 0 0 40 11:00 1 0 2 0 1 7 3 4 8 8 4 1 0 0 39 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 6 12 7 14 9 25 45 44 11 3 1 1 180 11:15 0 0 0 2 0 2 3 3 14 11 1 0 0 0 36 11:30 0 0 1 1 0 1 2 6 16 11 3 2 0 0 43 11:45 0 0 1 8 0 1 3 2 19 13 4 1 0 1 53 12:00 1 0 1 5 1 6 3 8 3 15 4 0 0 0 47 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 3 16 1 10 11 19 52 50 12 3 0 1 179 12:15 1 0 3 7 1 3 1 13 22 15 3 5 0 0 74 12:30 2 0 5 5 3 1 3 11 13 16 2 0 1 1 63 12:45 0 0 2 4 5 0 1 12 10 19 5 0 0 0 58 13:00 0 0 0 6 4 4 4 14 17 9 3 1 1 1 64 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 10 22 13 8 9 50 62 59 13 6 2 2 259 13:15 0 0 2 6 2 3 3 12 14 8 5 0 0 0 55 13:30 0 0 5 6 0 0 6 6 17 19 8 1 0 0 68 13:45 1 0 3 5 4 4 9 2 18 14 1 0 0 0 61 14:00 1 0 0 7 4 6 3 6 14 15 4 0 0 0 60 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 10 24 10 13 21 26 63 56 18 1 0 0 244 14:15 2 0 1 9 4 4 1 14 6 11 5 0 2 0 59 14:30 0 0 1 11 1 1 4 10 15 17 5 0 0 0 65 14:45 1 0 2 4 3 3 8 13 21 11 4 0 0 0 70 15:00 0 0 4 5 6 2 3 9 10 17 9 2 0 0 67 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 8 29 14 10 16 46 52 56 23 2 2 0 261 15:15 4 0 2 6 6 4 3 12 20 13 6 2 0 0 78 15:30 1 0 1 7 12 8 4 16 19 13 0 0 0 0 81 15:45 2 0 3 10 3 7 3 10 13 28 6 1 1 0 87 16:00 0 0 2 2 3 5 6 10 22 13 3 1 1 2 70 ------------------------------------------------------------------------------------------------------ Hour Total 7 0 8 25 24 24 16 48 74 67 15 4 2 2 316 16:15 1 0 3 10 2 1 2 2 17 25 10 1 0 2 76 16:30 0 0 0 11 5 6 6 5 15 27 9 1 1 0 86 16:45 0 0 2 3 8 7 1 8 27 18 3 1 0 0 78 17:00 2 0 2 21 6 3 3 5 16 22 6 0 0 1 87 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 7 45 21 17 12 20 75 92 28 3 1 3 327 17:15 1 1 1 11 10 2 2 6 19 24 7 0 0 0 84 17:30 3 0 2 15 13 6 2 6 21 26 5 1 3 1 104 17:45 3 0 1 8 6 1 6 9 24 28 7 4 0 0 97 18:00 0 0 3 12 2 5 3 8 14 21 1 2 2 0 73 ------------------------------------------------------------------------------------------------------ Hour Total 7 1 7 46 31 14 13 29 78 99 20 7 5 1 358 150 Peggy Malone and Associates SPEED SUMMARY Page: 7 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 3 0 4 3 2 3 2 6 18 25 9 1 0 0 76 18:30 1 0 0 11 0 5 2 6 14 19 10 0 0 0 68 18:45 0 0 0 5 2 5 2 3 13 17 9 3 3 0 62 19:00 0 0 0 5 0 2 2 5 15 12 7 2 0 1 51 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 4 24 4 15 8 20 60 73 35 6 3 1 257 19:15 0 0 1 8 0 3 2 6 10 16 6 0 0 2 54 19:30 0 0 1 7 2 1 0 10 17 21 6 2 0 1 68 19:45 0 0 2 6 4 2 4 2 15 18 7 0 1 1 62 20:00 4 0 2 1 2 1 4 6 21 16 2 1 0 2 62 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 6 22 8 7 10 24 63 71 21 3 1 6 246 20:15 1 0 1 5 0 1 2 4 17 17 2 0 0 0 50 20:30 0 0 0 5 0 2 1 8 14 11 1 0 0 2 44 20:45 0 0 0 2 1 2 0 9 16 14 6 2 0 0 52 21:00 1 0 1 2 1 1 0 3 8 7 0 2 0 0 26 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 2 14 2 6 3 24 55 49 9 4 0 2 172 21:15 0 0 0 3 1 0 1 7 10 7 2 0 0 0 31 21:30 0 0 0 3 0 0 2 3 11 12 4 0 0 0 35 21:45 0 1 0 2 1 1 0 2 5 2 3 0 0 0 17 22:00 0 0 0 0 0 1 5 1 9 5 3 0 0 0 24 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 0 8 2 2 8 13 35 26 12 0 0 0 107 22:15 0 0 0 2 0 0 1 2 5 2 0 0 0 0 12 22:30 0 0 0 0 0 0 2 4 3 4 2 2 1 0 18 22:45 0 0 0 0 0 0 1 2 5 2 1 0 0 0 11 23:00 0 0 1 0 0 0 0 2 3 4 0 0 0 0 10 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 2 0 0 4 10 16 12 3 2 1 0 51 23:15 0 0 1 0 0 0 0 3 2 4 2 0 0 1 13 23:30 0 0 1 0 0 0 0 0 2 4 3 0 0 0 10 23:45 0 0 0 2 0 0 0 1 1 1 0 0 0 0 5 24:00 0 0 0 3 0 0 1 2 3 0 0 0 0 0 9 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 2 5 0 0 1 6 8 9 5 0 0 1 37 ------------------------------------------------------------------------------------------------------ DAY TOTAL 40 4 86 341 172 162 177 427 866 916 278 59 22 22 3572 PERCENTS 1.1% 0.1% 2.4% 9.5% 4.8% 4.5% 5.0% 12.0% 24.2% 25.6% 7.8% 1.7% 0.6% 0.6% 100.0% 151 Peggy Malone and Associates SPEED SUMMARY Page: 8 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 27.8 mph 54.1 mph Median Speed Average Speed 47.2 mph 44.0 mph 10 MPH Pace Speed Vehicles > 45 MPH 45 mph to 55 mph 2141 916 vehicles in pace 61.0% Representing 26.1% of the total vehicles 152 Peggy Malone and Associates SPEED SUMMARY Page: 9 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 63 152 334 360 1778 546 36 19 652 319 924 1771 112 45 7111 PERCENTS 0.9% 0.3% 2.1% 9.2% 4.7% 4.5% 5.1% 13.0% 25.0% 24.9% 7.7% 1.6% 0.5% 0.6% 100.0% 153 Peggy Malone and Associates SPEED SUMMARY Page: 10 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 3 5 4 1 0 0 0 13 00:30 0 0 0 0 0 0 0 2 0 2 2 0 0 0 6 00:45 0 0 0 0 0 0 0 2 1 0 0 0 0 0 3 01:00 0 0 0 0 0 0 0 2 1 0 1 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 9 7 6 4 0 0 0 26 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 01:45 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 0 0 1 1 0 0 0 0 0 3 02:15 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 02:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 0 0 0 0 0 0 1 2 0 1 0 0 0 0 4 03:00 0 0 0 0 0 0 0 0 1 0 1 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 2 2 3 1 0 0 0 9 03:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2 04:15 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 04:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 04:45 0 0 0 0 0 0 0 1 0 1 1 0 0 0 3 05:00 0 0 0 0 0 0 1 1 1 0 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 3 3 1 1 0 0 0 9 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 1 1 3 2 0 0 0 7 05:45 0 0 0 0 0 0 1 0 3 4 0 0 1 0 9 06:00 0 2 0 0 0 1 0 0 3 3 0 0 0 0 9 ------------------------------------------------------------------------------------------------------ Hour Total 0 2 0 0 0 1 1 1 7 10 2 0 1 0 25 06:15 0 0 0 0 0 0 1 2 2 1 1 0 2 0 9 06:30 0 0 0 0 0 0 0 3 4 9 1 0 0 0 17 06:45 0 0 0 0 0 0 0 1 7 6 3 0 0 0 17 07:00 0 0 0 0 0 0 1 2 6 11 1 0 2 0 23 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 2 8 19 27 6 0 4 0 66 07:15 0 0 0 0 0 1 1 1 9 6 3 0 0 0 21 07:30 0 0 0 1 0 0 3 10 8 22 2 0 0 2 48 07:45 0 0 0 0 0 1 3 7 15 15 4 5 2 0 52 08:00 0 0 0 0 0 0 2 7 21 26 7 2 0 0 65 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 2 9 25 53 69 16 7 2 2 186 08:15 0 0 0 0 0 0 1 9 9 22 2 0 0 1 44 08:30 0 1 0 0 0 0 0 0 15 17 6 1 0 1 41 08:45 0 0 0 0 0 0 0 7 22 17 0 3 0 2 51 09:00 0 0 0 0 1 1 0 7 13 13 7 2 0 0 44 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 0 0 1 1 1 23 59 69 15 6 0 4 180 154 Peggy Malone and Associates SPEED SUMMARY Page: 11 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 0 0 0 3 7 26 6 1 3 2 1 49 09:30 1 0 0 0 0 0 2 6 12 14 4 3 2 0 44 09:45 0 0 0 0 0 0 2 0 25 17 1 7 0 0 52 10:00 1 0 0 0 0 0 0 5 18 10 0 0 0 0 34 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 0 0 0 7 18 81 47 6 13 4 1 179 10:15 0 0 0 0 0 0 4 14 12 14 2 5 4 0 55 10:30 0 0 0 0 0 0 0 11 24 5 0 0 1 2 43 10:45 0 0 0 0 0 0 2 10 20 11 5 0 0 2 50 11:00 0 0 0 0 1 3 2 11 33 1 6 3 1 3 64 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 1 3 8 46 89 31 13 8 6 7 212 11:15 1 1 0 0 0 0 0 7 25 11 9 1 2 1 58 11:30 0 0 0 0 0 0 0 0 34 26 7 5 2 2 76 11:45 0 0 0 0 0 0 1 2 39 18 6 1 0 0 67 12:00 1 0 0 0 0 0 0 17 28 22 6 6 5 3 88 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 0 0 0 0 1 26 126 77 28 13 9 6 289 12:15 1 0 0 0 0 0 0 10 39 17 11 4 4 0 86 12:30 3 0 0 0 0 2 0 0 32 18 8 11 5 2 81 12:45 0 0 0 0 0 0 1 6 28 16 4 0 0 0 55 13:00 1 0 1 0 1 1 2 14 27 16 7 1 2 1 74 ------------------------------------------------------------------------------------------------------ Hour Total 5 0 1 0 1 3 3 30 126 67 30 16 11 3 296 13:15 0 1 0 0 0 2 2 6 30 16 9 6 3 1 76 13:30 1 1 0 0 1 0 0 2 48 21 1 8 0 1 84 13:45 3 0 0 0 0 0 1 5 34 6 11 2 0 1 63 14:00 1 0 0 0 0 0 0 6 39 17 5 9 0 5 82 ------------------------------------------------------------------------------------------------------ Hour Total 5 2 0 0 1 2 3 19 151 60 26 25 3 8 305 14:15 2 0 0 0 0 0 0 0 24 24 16 2 0 3 71 14:30 2 0 0 0 1 0 0 3 18 39 7 7 2 2 81 14:45 1 0 0 0 0 0 1 4 56 25 11 6 1 1 106 15:00 3 0 0 0 0 1 3 10 25 37 7 1 1 0 88 ------------------------------------------------------------------------------------------------------ Hour Total 8 0 0 0 1 1 4 17 123 125 41 16 4 6 346 15:15 2 0 0 0 0 0 7 10 35 26 8 8 0 5 101 15:30 0 0 0 0 1 0 0 12 34 22 6 7 2 6 90 15:45 3 1 0 0 0 1 0 1 72 26 5 6 2 2 119 16:00 0 0 0 0 0 3 0 11 36 45 5 0 2 1 103 ------------------------------------------------------------------------------------------------------ Hour Total 5 1 0 0 1 4 7 34 177 119 24 21 6 14 413 16:15 1 0 0 0 0 0 2 33 32 14 1 1 4 0 88 16:30 1 0 0 0 0 0 5 30 42 10 4 4 0 0 96 16:45 0 0 0 0 0 1 0 58 50 13 6 4 0 1 133 17:00 1 0 0 0 0 0 1 54 45 15 9 0 0 0 125 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 0 0 0 1 8 175 169 52 20 9 4 1 442 17:15 1 0 0 0 0 0 0 16 46 54 9 5 0 4 135 17:30 3 2 0 0 0 0 2 12 70 38 13 12 0 1 153 17:45 2 0 2 0 0 0 0 13 35 40 8 2 3 7 112 18:00 1 0 0 0 0 0 0 11 37 36 17 5 0 0 107 ------------------------------------------------------------------------------------------------------ Hour Total 7 2 2 0 0 0 2 52 188 168 47 24 3 12 507 155 Peggy Malone and Associates SPEED SUMMARY Page: 12 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 3 0 0 0 0 0 2 0 38 26 14 16 0 1 100 18:30 0 1 0 0 0 1 0 6 30 28 8 1 7 0 82 18:45 2 2 0 0 0 1 0 0 33 30 19 6 0 6 99 19:00 1 0 0 0 0 1 2 6 36 27 7 3 0 6 89 ------------------------------------------------------------------------------------------------------ Hour Total 6 3 0 0 0 3 4 12 137 111 48 26 7 13 370 19:15 1 0 0 0 2 0 4 18 12 26 10 1 1 0 75 19:30 3 1 0 0 0 3 0 2 31 30 0 6 2 0 78 19:45 1 0 0 0 0 0 2 13 37 25 0 4 8 2 92 20:00 2 0 0 0 0 2 1 11 46 17 1 0 0 1 81 ------------------------------------------------------------------------------------------------------ Hour Total 7 1 0 0 2 5 7 44 126 98 11 11 11 3 326 20:15 0 0 0 0 1 2 2 3 37 19 5 3 0 1 73 20:30 0 0 0 0 0 0 0 18 36 19 1 2 1 1 78 20:45 0 0 0 0 0 0 0 16 23 17 4 3 0 1 64 21:00 1 0 0 0 0 0 0 4 32 13 3 2 1 0 56 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 1 2 2 41 128 68 13 10 2 3 271 21:15 0 0 0 0 0 1 0 0 18 19 0 0 1 0 39 21:30 0 0 0 0 0 0 0 10 15 8 0 0 1 1 35 21:45 0 0 0 0 0 0 0 5 19 7 0 0 2 0 33 22:00 0 0 0 1 0 0 0 1 11 12 2 0 0 0 27 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 1 0 16 63 46 2 0 4 1 134 22:15 0 0 0 0 0 0 0 1 11 8 3 0 0 0 23 22:30 0 0 0 0 0 0 0 6 7 8 3 0 0 0 24 22:45 0 0 0 0 0 1 1 2 10 5 0 0 2 0 21 23:00 0 0 0 0 0 0 0 2 9 2 1 0 0 1 15 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 1 11 37 23 7 0 2 1 83 23:15 0 0 0 0 0 0 0 2 4 7 1 0 0 0 14 23:30 0 0 0 0 0 0 0 1 5 9 3 1 0 1 20 23:45 0 0 0 0 0 0 0 1 1 2 2 0 0 1 7 24:00 0 0 0 0 0 0 0 2 1 2 1 1 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 6 11 20 7 2 0 2 48 ------------------------------------------------------------------------------------------------------ DAY TOTAL 52 13 3 2 9 30 72 620 1883 1298 368 207 83 87 4727 PERCENTS 1.1% 0.3% 0.1% 0.0% 0.2% 0.6% 1.5% 13.1% 39.8% 27.5% 7.8% 4.4% 1.8% 1.8% 100.0% 156 Peggy Malone and Associates SPEED SUMMARY Page: 13 Wed 5/10/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 44.5 mph 54.9 mph Median Speed Average Speed 49.1 mph 49.7 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 3839 1883 vehicles in pace 83.7% Representing 41.0% of the total vehicles 157 Peggy Malone and Associates SPEED SUMMARY Page: 14 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 1 2 0 4 0 0 0 7 00:30 0 0 0 0 0 0 0 1 1 1 2 0 1 0 6 00:45 0 0 0 0 0 0 0 0 2 0 1 0 0 0 3 01:00 0 0 0 0 0 0 0 0 1 0 2 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 2 6 1 9 0 1 0 19 01:15 0 0 0 0 0 0 0 0 3 2 0 0 0 0 5 01:30 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 01:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 1 0 2 0 1 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 6 4 0 1 0 0 12 02:15 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 02:30 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 02:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 5 0 0 0 0 6 03:15 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 4 0 0 0 0 4 04:15 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 04:30 0 0 0 0 0 0 1 0 1 1 0 0 0 0 3 04:45 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 05:00 0 0 0 0 0 0 0 1 0 0 1 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 2 6 1 1 0 0 0 11 05:15 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 05:30 0 0 0 0 0 0 0 0 3 5 0 0 1 0 9 05:45 0 0 0 0 0 0 0 1 1 0 2 0 0 0 4 06:00 0 0 0 0 0 0 0 0 3 1 0 1 0 0 5 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 10 6 2 1 1 0 21 06:15 0 1 0 0 0 1 2 1 7 2 2 0 0 0 16 06:30 0 0 0 0 0 1 0 1 5 3 1 2 0 0 13 06:45 0 0 0 0 0 0 0 0 4 6 0 2 0 0 12 07:00 1 0 0 0 0 0 1 6 7 6 2 0 0 0 23 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 0 0 0 2 3 8 23 17 5 4 0 0 64 07:15 0 0 0 0 2 1 2 5 8 8 0 0 0 0 26 07:30 1 0 0 0 0 1 2 9 10 12 0 0 1 2 38 07:45 0 0 0 0 0 0 0 6 19 20 3 1 0 0 49 08:00 0 0 0 0 0 3 2 9 24 20 1 0 0 0 59 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 2 5 6 29 61 60 4 1 1 2 172 08:15 0 0 0 0 0 0 2 10 20 19 7 6 0 2 66 08:30 0 0 0 0 0 0 0 7 12 17 8 4 0 1 49 08:45 0 0 0 0 0 0 0 0 20 3 9 8 2 1 43 09:00 0 0 0 0 0 1 1 0 18 9 12 3 0 0 44 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 3 17 70 48 36 21 2 4 202 158 Peggy Malone and Associates SPEED SUMMARY Page: 15 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 0 0 1 0 10 19 7 7 7 0 4 55 09:30 0 0 0 0 0 0 1 14 16 1 2 0 3 0 37 09:45 1 0 0 0 2 0 0 0 18 15 6 0 2 3 47 10:00 0 0 0 0 0 0 0 1 31 23 1 9 0 0 65 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 2 1 1 25 84 46 16 16 5 7 204 10:15 1 0 0 0 0 4 4 5 21 4 7 4 4 1 55 10:30 1 2 0 0 0 1 1 8 30 5 2 8 0 0 58 10:45 0 0 0 0 0 0 0 8 19 6 12 0 0 2 47 11:00 0 1 0 0 0 0 2 9 13 17 3 2 1 0 48 ------------------------------------------------------------------------------------------------------ Hour Total 2 3 0 0 0 5 7 30 83 32 24 14 5 3 208 11:15 2 0 0 0 2 0 0 10 20 10 4 8 2 1 59 11:30 1 0 0 0 1 2 0 7 28 18 6 2 1 0 66 11:45 2 0 0 0 0 4 3 2 33 20 2 7 2 1 76 12:00 0 0 0 0 0 0 0 2 33 16 0 10 0 0 61 ------------------------------------------------------------------------------------------------------ Hour Total 5 0 0 0 3 6 3 21 114 64 12 27 5 2 262 12:15 1 0 0 0 2 0 0 9 32 32 8 0 1 0 85 12:30 1 0 0 0 0 0 0 1 28 31 14 8 0 6 89 12:45 0 0 0 0 0 1 2 9 34 19 11 5 3 1 85 13:00 2 1 0 0 0 0 1 3 35 22 8 3 0 3 78 ------------------------------------------------------------------------------------------------------ Hour Total 4 1 0 0 2 1 3 22 129 104 41 16 4 10 337 13:15 0 0 0 0 0 0 0 0 29 42 3 0 1 5 80 13:30 0 0 0 0 1 1 0 0 41 24 2 8 0 0 77 13:45 0 0 0 0 0 0 0 8 20 23 9 7 0 3 70 14:00 1 0 0 0 0 0 0 4 29 20 1 7 1 2 65 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 1 1 0 12 119 109 15 22 2 10 292 14:15 0 0 0 0 1 0 2 0 29 31 8 5 0 0 76 14:30 3 0 0 0 1 2 0 1 51 27 2 3 5 2 97 14:45 1 0 0 0 0 0 0 7 38 37 7 8 0 0 98 15:00 0 0 0 0 0 0 3 4 26 35 8 2 4 4 86 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 0 2 2 5 12 144 130 25 18 9 6 357 15:15 0 0 0 0 0 0 2 11 17 38 6 1 4 0 79 15:30 0 0 0 0 0 4 0 10 37 30 11 7 0 5 104 15:45 3 0 0 0 0 0 0 1 52 25 7 7 4 6 105 16:00 0 0 0 0 1 0 3 23 36 20 13 6 1 0 103 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 0 0 1 4 5 45 142 113 37 21 9 11 391 16:15 3 0 0 0 1 0 2 3 49 27 0 6 1 1 93 16:30 2 0 2 0 0 0 0 3 25 76 11 9 1 2 131 16:45 0 1 0 0 0 0 0 0 22 45 12 12 0 5 97 17:00 0 0 0 0 0 0 0 0 35 52 15 9 3 3 117 ------------------------------------------------------------------------------------------------------ Hour Total 5 1 2 0 1 0 2 6 131 200 38 36 5 11 438 17:15 2 0 0 0 0 0 6 0 32 64 2 9 9 4 128 17:30 6 0 0 0 0 0 1 1 29 64 15 8 2 6 132 17:45 2 0 0 0 0 0 0 5 52 54 11 14 7 5 150 18:00 1 0 0 0 0 0 1 0 24 41 24 10 3 6 110 ------------------------------------------------------------------------------------------------------ Hour Total 11 0 0 0 0 0 8 6 137 223 52 41 21 21 520 159 Peggy Malone and Associates SPEED SUMMARY Page: 16 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 1 0 0 0 0 0 0 1 47 57 8 0 2 1 117 18:30 3 0 0 0 0 0 0 1 41 53 4 9 2 3 116 18:45 0 0 0 0 0 0 0 3 22 25 8 10 6 1 75 19:00 0 0 0 0 0 0 0 5 21 47 11 9 1 0 94 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 0 0 0 0 10 131 182 31 28 11 5 402 19:15 0 0 0 0 0 0 2 1 32 27 8 11 3 0 84 19:30 2 0 0 0 0 0 5 9 33 26 4 3 3 3 88 19:45 2 0 0 0 0 0 0 9 29 24 7 9 0 0 80 20:00 0 0 0 0 0 0 0 11 27 22 9 2 2 0 73 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 0 0 0 7 30 121 99 28 25 8 3 325 20:15 0 0 0 0 0 0 2 12 37 20 2 0 0 0 73 20:30 2 0 0 0 0 0 2 3 31 34 10 2 1 0 85 20:45 0 0 0 0 0 0 0 17 23 26 8 1 2 0 77 21:00 0 0 0 0 0 0 5 10 30 10 4 0 0 0 59 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 0 0 0 9 42 121 90 24 3 3 0 294 21:15 0 0 0 0 0 0 0 10 27 14 4 2 0 0 57 21:30 0 0 0 0 0 0 0 10 22 8 0 1 0 0 41 21:45 0 0 0 0 0 0 0 5 12 16 0 1 1 2 37 22:00 0 0 0 1 0 1 0 11 6 6 0 0 0 0 25 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 1 0 36 67 44 4 4 1 2 160 22:15 0 0 0 0 0 0 0 3 7 7 5 1 0 0 23 22:30 0 0 0 1 2 0 0 4 5 6 4 0 1 1 24 22:45 0 0 0 0 0 0 0 3 4 4 0 1 1 0 13 23:00 0 0 0 0 0 0 1 4 5 0 2 0 0 0 12 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 2 0 1 14 21 17 11 2 2 1 72 23:15 0 0 0 0 1 0 0 0 14 0 2 2 0 0 19 23:30 0 0 0 0 0 0 0 4 6 5 1 0 0 2 18 23:45 0 0 0 0 0 1 0 1 5 5 0 2 0 0 14 24:00 0 0 0 0 0 0 0 1 6 4 3 1 2 0 17 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 1 1 0 6 31 14 6 5 2 2 68 ------------------------------------------------------------------------------------------------------ DAY TOTAL 48 6 2 2 17 30 64 377 1758 1613 421 306 97 100 4841 PERCENTS 1.0% 0.1% 0.0% 0.0% 0.4% 0.6% 1.3% 7.8% 36.3% 33.3% 8.7% 6.3% 2.0% 2.1% 100.0% 160 Peggy Malone and Associates SPEED SUMMARY Page: 17 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 45.6 mph 56.4 mph Median Speed Average Speed 50.3 mph 50.7 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 4195 1758 vehicles in pace 89.4% Representing 37.5% of the total vehicles 161 Peggy Malone and Associates SPEED SUMMARY Page: 18 Thu 5/11/2023 Station #: M WB (O/I) File: D0509001.prn Site ID: 000000000852 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW BERKLEY ST & EAGLE GPS: 36.65146,-79.40731 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 100 5 26 136 3641 789 180 19 4 60 997 2911 513 187 9568 PERCENTS 1.0% 0.2% 0.1% 0.0% 0.3% 0.6% 1.4% 10.4% 38.1% 30.4% 8.2% 5.4% 1.9% 2.0% 100.0% 162 Peggy Malone and Associates SPEED SUMMARY Page: 1 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 00:30 0 0 0 0 0 0 0 2 0 0 0 1 0 0 3 00:45 0 0 0 0 0 0 0 0 1 3 0 0 0 0 4 01:00 0 0 0 0 0 1 1 0 2 0 0 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 1 3 4 3 0 1 0 0 13 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 1 0 0 0 0 1 0 0 0 2 02:45 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 0 1 1 0 1 0 0 0 4 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 04:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 04:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 04:30 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 04:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 05:00 0 0 0 0 0 0 0 1 3 5 0 0 0 0 9 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 2 3 7 0 0 0 0 13 05:15 0 0 0 0 0 0 0 1 2 0 0 0 0 0 3 05:30 0 0 0 0 0 0 1 1 5 2 0 0 0 0 9 05:45 0 0 0 0 0 0 0 1 4 7 4 1 0 0 17 06:00 0 0 0 0 0 0 0 2 6 3 2 2 2 0 17 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 5 17 12 6 3 2 0 46 06:15 0 0 0 0 0 0 0 5 10 9 2 1 0 0 27 06:30 0 0 0 0 0 0 0 3 5 13 7 1 0 0 29 06:45 0 0 0 0 0 0 0 9 8 19 6 0 0 0 42 07:00 0 0 0 0 0 2 2 7 12 15 6 0 0 0 44 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 2 2 24 35 56 21 2 0 0 142 07:15 0 0 0 0 0 1 3 7 23 18 10 1 0 0 63 07:30 0 0 1 0 0 0 0 17 26 42 8 1 0 0 95 07:45 0 0 0 3 1 0 2 11 40 31 6 1 0 0 95 08:00 0 0 0 0 0 0 3 23 46 37 5 0 0 0 114 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 3 1 1 8 58 135 128 29 3 0 0 367 08:15 0 0 0 0 0 1 0 17 44 29 6 0 0 0 97 08:30 3 0 0 0 0 0 4 26 35 21 8 1 1 0 99 08:45 3 0 0 0 0 0 6 17 22 14 5 0 1 0 68 09:00 0 0 0 0 0 0 2 8 28 22 2 3 0 0 65 ------------------------------------------------------------------------------------------------------ Hour Total 6 0 0 0 0 1 12 68 129 86 21 4 2 0 329 163 Peggy Malone and Associates SPEED SUMMARY Page: 2 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 0 0 1 0 6 16 12 3 0 0 0 38 09:30 0 0 0 0 1 2 2 12 16 10 7 1 0 0 51 09:45 1 0 0 1 0 1 2 10 16 14 3 0 0 2 50 10:00 1 0 0 0 0 3 0 10 19 14 5 1 0 0 53 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 1 1 7 4 38 67 50 18 2 0 2 192 10:15 0 0 0 0 0 0 4 8 18 6 8 3 0 0 47 10:30 0 0 0 0 0 0 7 16 20 6 1 0 0 0 50 10:45 0 0 0 0 0 0 7 24 14 12 1 0 0 0 58 11:00 0 0 0 0 0 1 2 19 10 6 1 7 0 1 47 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 20 67 62 30 11 10 0 1 202 11:15 1 0 0 0 0 2 8 10 14 17 4 0 0 0 56 11:30 0 0 0 0 0 0 9 6 22 18 3 0 0 0 58 11:45 0 0 0 0 0 0 3 16 23 13 3 0 0 0 58 12:00 0 0 0 0 0 0 3 22 21 6 2 0 0 0 54 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 2 23 54 80 54 12 0 0 0 226 12:15 4 0 0 0 0 1 6 22 29 8 0 0 0 0 70 12:30 0 0 0 0 1 0 11 11 22 5 0 0 0 0 50 12:45 0 0 0 3 0 0 2 12 21 9 3 0 0 0 50 13:00 0 0 0 0 1 0 14 20 18 10 1 0 1 1 66 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 3 2 1 33 65 90 32 4 0 1 1 236 13:15 2 0 0 0 0 0 6 34 11 2 0 0 0 0 55 13:30 1 0 0 0 0 0 6 21 33 6 0 0 0 0 67 13:45 0 0 0 0 0 2 7 13 25 12 3 0 0 0 62 14:00 0 0 0 1 0 0 10 11 28 10 1 1 0 0 62 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 0 1 0 2 29 79 97 30 4 1 0 0 246 14:15 1 0 0 1 0 0 5 22 17 18 0 0 0 0 64 14:30 0 0 0 0 1 0 4 24 16 7 1 0 0 0 53 14:45 0 0 0 0 0 3 0 10 20 13 0 0 0 0 46 15:00 1 0 0 0 0 2 10 13 19 14 2 0 0 0 61 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 1 1 5 19 69 72 52 3 0 0 0 224 15:15 2 0 0 0 1 4 4 39 27 16 7 0 0 0 100 15:30 0 0 0 0 0 2 6 22 29 17 0 0 0 0 76 15:45 0 0 0 0 0 1 4 18 29 13 2 0 0 0 67 16:00 2 0 0 0 0 2 2 27 28 19 5 0 0 0 85 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 0 1 9 16 106 113 65 14 0 0 0 328 16:15 5 0 0 0 2 2 4 15 33 18 1 0 0 0 80 16:30 0 0 0 0 1 0 3 31 25 13 5 0 0 0 78 16:45 1 0 0 0 0 2 2 16 24 16 7 0 0 0 68 17:00 0 0 0 0 0 0 5 22 32 6 2 0 0 1 68 ------------------------------------------------------------------------------------------------------ Hour Total 6 0 0 0 3 4 14 84 114 53 15 0 0 1 294 17:15 0 0 0 0 0 0 5 33 29 16 2 1 1 0 87 17:30 0 0 0 0 0 0 8 18 27 15 6 1 0 0 75 17:45 0 0 0 0 1 0 6 21 27 19 3 0 0 0 77 18:00 1 0 0 0 0 3 3 15 34 18 1 0 0 0 75 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 1 3 22 87 117 68 12 2 1 0 314 164 Peggy Malone and Associates SPEED SUMMARY Page: 3 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 1 0 0 0 0 0 1 10 25 8 3 0 0 0 48 18:30 0 0 0 0 0 0 2 13 29 13 1 3 0 0 61 18:45 0 0 0 0 0 1 5 6 38 15 4 0 0 0 69 19:00 0 0 0 0 0 0 9 12 17 14 0 0 0 0 52 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 1 17 41 109 50 8 3 0 0 230 19:15 0 0 0 0 0 0 1 11 23 14 0 1 0 0 50 19:30 0 0 0 0 0 0 1 12 28 10 0 0 0 0 51 19:45 0 0 0 0 0 0 1 13 13 7 1 2 0 0 37 20:00 0 0 0 0 0 0 5 12 22 3 1 0 0 0 43 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 8 48 86 34 2 3 0 0 181 20:15 0 0 0 0 0 0 8 14 25 5 0 0 0 0 52 20:30 1 0 0 0 0 1 9 6 21 3 2 0 0 0 43 20:45 0 0 0 0 0 0 3 12 10 6 0 0 0 0 31 21:00 1 0 0 0 0 0 1 8 11 13 1 0 0 0 35 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 0 0 1 21 40 67 27 3 0 0 0 161 21:15 0 0 0 0 0 0 1 10 17 4 2 0 0 0 34 21:30 0 0 0 0 0 0 2 12 4 4 0 1 0 0 23 21:45 1 0 0 0 0 1 0 1 9 6 0 0 0 0 18 22:00 0 0 0 0 0 0 2 3 4 8 0 0 0 0 17 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 1 5 26 34 22 2 1 0 0 92 22:15 0 0 0 0 0 0 1 2 7 0 0 0 0 1 11 22:30 0 0 0 0 0 0 0 0 5 4 0 1 0 0 10 22:45 0 0 0 0 0 0 0 1 2 1 0 0 0 0 4 23:00 0 0 0 0 0 0 0 2 1 3 1 0 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 5 15 8 1 1 0 1 32 23:15 0 0 0 0 0 0 0 5 0 1 1 0 0 0 7 23:30 0 0 0 0 0 0 0 0 5 0 0 0 0 0 5 23:45 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 24:00 0 0 0 0 0 0 1 0 0 3 0 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 5 7 4 1 0 0 0 18 ------------------------------------------------------------------------------------------------------ DAY TOTAL 33 0 1 9 10 43 258 975 1455 872 188 36 6 6 3892 PERCENTS 0.8% 0.0% 0.0% 0.2% 0.3% 1.1% 6.6% 25.1% 37.4% 22.4% 4.8% 0.9% 0.2% 0.2% 100.0% 165 Peggy Malone and Associates SPEED SUMMARY Page: 4 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 41.3 mph 53.0 mph Median Speed Average Speed 47.2 mph 47.1 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 2557 1455 vehicles in pace 66.4% Representing 37.8% of the total vehicles 166 Peggy Malone and Associates SPEED SUMMARY Page: 5 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 00:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00:45 0 0 0 0 0 0 1 2 0 1 0 0 0 0 4 01:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 4 1 1 0 0 0 0 7 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 0 0 0 0 0 0 0 0 1 2 0 0 0 0 3 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 1 2 0 0 0 0 3 04:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 04:30 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 04:45 0 0 0 0 0 0 2 0 1 0 0 0 0 0 3 05:00 0 0 0 0 0 0 0 0 1 3 1 0 0 0 5 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 3 0 2 4 1 0 0 0 10 05:15 0 0 0 0 0 0 0 0 2 5 0 1 0 0 8 05:30 0 0 0 0 0 0 0 2 5 3 1 0 0 0 11 05:45 0 0 0 0 0 0 1 1 5 1 2 0 0 1 11 06:00 0 0 0 0 0 0 1 1 4 3 3 0 0 0 12 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 2 4 16 12 6 1 0 1 42 06:15 0 0 0 0 0 0 1 2 3 9 0 0 0 0 15 06:30 0 0 0 0 0 0 0 7 14 13 3 3 0 0 40 06:45 0 0 0 0 0 0 0 7 23 13 2 2 1 0 48 07:00 0 0 0 0 0 1 1 7 15 14 1 0 0 0 39 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 2 23 55 49 6 5 1 0 142 07:15 0 0 0 0 0 1 2 5 17 23 6 0 0 0 54 07:30 0 0 0 0 0 1 2 9 30 25 4 0 0 0 71 07:45 0 0 0 2 1 1 6 25 44 22 1 0 0 0 102 08:00 1 0 0 0 1 1 3 12 32 31 7 0 0 0 88 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 2 2 4 13 51 123 101 18 0 0 0 315 08:15 0 0 0 0 0 0 2 28 48 32 4 0 0 0 114 08:30 0 0 0 0 0 0 7 12 47 33 2 0 0 0 101 08:45 0 0 0 0 0 1 4 21 13 18 2 0 0 0 59 09:00 0 0 0 0 3 3 3 8 35 14 2 0 0 0 68 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 3 4 16 69 143 97 10 0 0 0 342 167 Peggy Malone and Associates SPEED SUMMARY Page: 6 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 1 0 0 2 5 11 17 14 2 1 0 0 53 09:30 0 0 0 0 0 0 3 17 15 9 2 0 0 0 46 09:45 0 0 0 0 0 2 4 19 18 14 3 0 0 0 60 10:00 0 0 0 0 0 0 4 14 20 20 1 0 0 0 59 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 0 0 4 16 61 70 57 8 1 0 0 218 10:15 0 0 0 1 0 1 4 22 14 8 2 4 0 0 56 10:30 0 0 0 2 0 1 4 19 25 16 7 0 0 0 74 10:45 0 0 0 0 0 1 1 25 27 14 1 0 0 0 69 11:00 0 0 0 2 0 0 4 8 15 10 1 0 0 0 40 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 5 0 3 13 74 81 48 11 4 0 0 239 11:15 0 0 0 0 0 1 9 11 24 11 1 0 0 0 57 11:30 0 0 0 0 0 0 5 16 11 7 2 1 0 0 42 11:45 0 0 0 0 0 1 10 16 19 8 1 0 0 0 55 12:00 0 0 0 0 0 1 6 19 25 13 1 0 0 0 65 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 3 30 62 79 39 5 1 0 0 219 12:15 0 0 0 0 0 1 8 21 31 12 1 0 0 0 74 12:30 0 0 0 2 0 0 1 17 14 12 0 0 0 0 46 12:45 0 0 0 0 0 3 7 21 21 12 5 0 0 0 69 13:00 0 0 0 0 0 3 4 29 15 7 0 1 0 0 59 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 2 0 7 20 88 81 43 6 1 0 0 248 13:15 0 0 0 0 0 1 9 6 16 3 1 0 0 0 36 13:30 0 0 0 0 0 0 9 18 27 5 2 3 0 0 64 13:45 0 0 0 0 1 4 6 18 31 7 6 0 0 0 73 14:00 0 0 0 0 1 0 7 20 20 8 1 0 0 0 57 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 2 5 31 62 94 23 10 3 0 0 230 14:15 0 0 0 0 0 0 8 23 17 3 0 0 0 0 51 14:30 1 0 0 0 0 0 3 19 15 19 2 0 0 0 59 14:45 0 0 0 0 2 0 10 19 15 11 1 0 0 0 58 15:00 0 0 0 0 0 1 14 23 12 5 3 0 0 0 58 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 2 1 35 84 59 38 6 0 0 0 226 15:15 1 0 0 0 1 0 6 38 29 12 0 0 0 0 87 15:30 2 0 0 0 3 8 16 16 24 17 0 0 0 0 86 15:45 0 0 0 0 0 0 15 27 34 13 1 0 0 0 90 16:00 1 0 1 0 2 2 3 20 32 23 3 1 0 0 88 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 1 0 6 10 40 101 119 65 4 1 0 0 351 16:15 0 0 0 0 0 3 9 22 34 18 6 0 0 0 92 16:30 0 0 0 0 0 0 7 19 18 14 3 0 0 0 61 16:45 0 0 0 0 0 1 5 27 22 7 13 0 0 0 75 17:00 2 0 1 2 0 3 2 25 25 18 7 0 0 0 85 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 1 2 0 7 23 93 99 57 29 0 0 0 313 17:15 0 0 0 0 0 1 7 21 16 26 7 0 0 0 78 17:30 0 0 0 0 0 1 2 10 35 21 4 0 1 0 74 17:45 1 0 0 1 0 0 9 21 15 14 5 0 0 0 66 18:00 0 0 0 0 0 0 1 18 28 22 6 1 1 0 77 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 1 0 2 19 70 94 83 22 1 2 0 295 168 Peggy Malone and Associates SPEED SUMMARY Page: 7 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 4 0 0 0 0 0 4 14 20 18 5 0 0 0 65 18:30 0 0 0 0 0 1 1 7 19 22 7 0 0 2 59 18:45 0 0 0 1 0 1 4 6 26 18 2 0 0 0 58 19:00 0 0 0 0 0 0 3 18 13 13 1 0 0 0 48 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 1 0 2 12 45 78 71 15 0 0 2 230 19:15 0 0 0 0 0 1 4 13 15 10 1 0 0 3 47 19:30 0 0 0 0 0 1 7 15 20 5 3 0 0 0 51 19:45 0 0 0 0 0 0 6 23 11 2 0 0 0 0 42 20:00 0 0 0 0 0 3 1 17 18 12 0 0 0 0 51 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 5 18 68 64 29 4 0 0 3 191 20:15 0 0 0 0 0 1 5 10 8 4 6 0 0 0 34 20:30 0 0 0 0 0 0 4 7 18 13 1 0 0 0 43 20:45 0 0 0 0 0 0 4 9 20 12 0 0 0 0 45 21:00 0 0 0 0 0 0 6 7 7 4 3 0 0 0 27 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 19 33 53 33 10 0 0 0 149 21:15 0 0 0 0 2 2 4 10 8 8 1 0 0 0 35 21:30 0 0 0 0 0 0 3 1 11 2 1 0 1 0 19 21:45 0 0 0 0 0 0 1 5 8 4 2 0 0 0 20 22:00 0 0 0 0 0 1 1 2 5 8 0 0 0 0 17 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 2 3 9 18 32 22 4 0 1 0 91 22:15 0 0 0 0 0 2 1 3 5 1 0 0 0 0 12 22:30 0 0 0 0 0 0 0 0 2 7 1 0 0 0 10 22:45 0 0 0 0 0 0 1 5 1 0 0 0 0 0 7 23:00 0 0 0 0 0 1 0 3 0 2 1 0 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 3 2 11 8 10 2 0 0 0 36 23:15 0 0 0 0 0 0 1 2 0 1 0 0 0 0 4 23:30 0 0 0 0 0 0 1 3 0 2 1 0 0 0 7 23:45 0 0 0 0 0 0 0 1 2 0 0 0 0 0 3 24:00 0 0 0 0 0 0 1 0 2 0 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 3 6 4 3 1 0 0 0 17 ------------------------------------------------------------------------------------------------------ DAY TOTAL 13 0 3 13 17 65 327 1027 1357 888 178 18 4 6 3916 PERCENTS 0.3% 0.0% 0.1% 0.3% 0.4% 1.7% 8.4% 26.2% 34.7% 22.7% 4.5% 0.5% 0.1% 0.2% 100.0% 169 Peggy Malone and Associates SPEED SUMMARY Page: 8 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 40.8 mph 52.8 mph Median Speed Average Speed 46.8 mph 46.6 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 2445 1357 vehicles in pace 62.7% Representing 34.8% of the total vehicles 170 Peggy Malone and Associates SPEED SUMMARY Page: 9 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 46 4 27 585 2812 366 10 0 22 108 2002 1760 54 12 7808 PERCENTS 0.6% 0.0% 0.1% 0.3% 0.3% 1.4% 7.5% 25.6% 36.0% 22.5% 4.7% 0.7% 0.1% 0.2% 100.0% 171 Peggy Malone and Associates SPEED SUMMARY Page: 10 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 1 0 4 1 0 0 0 0 6 00:30 0 0 0 0 0 0 0 1 1 0 1 0 0 0 3 00:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 01:00 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 2 1 6 1 1 0 0 0 11 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 01:45 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 02:00 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 0 0 3 1 0 0 0 0 5 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 03:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 2 3 0 0 0 0 5 03:15 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 03:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 0 3 0 0 0 0 4 04:15 0 0 0 0 0 0 2 1 1 0 0 0 0 0 4 04:30 0 0 0 0 0 0 0 1 2 2 1 0 0 0 6 04:45 0 0 0 0 0 0 0 2 1 7 0 0 0 0 10 05:00 0 0 0 1 0 0 0 1 6 0 2 2 0 0 12 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 0 2 5 10 9 3 2 0 0 32 05:15 0 0 0 0 0 0 2 3 5 4 0 0 0 0 14 05:30 0 0 0 0 0 0 0 2 7 6 2 1 0 0 18 05:45 0 0 0 0 1 0 1 3 6 12 6 1 0 0 30 06:00 0 0 0 1 0 0 1 2 6 11 1 0 0 0 22 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 1 0 4 10 24 33 9 2 0 0 84 06:15 0 0 0 0 0 0 2 3 6 17 5 0 0 0 33 06:30 0 0 0 1 1 0 1 5 12 15 9 2 0 0 46 06:45 0 0 0 0 0 0 2 8 15 16 7 3 1 0 52 07:00 0 0 0 3 0 0 1 1 11 5 9 3 1 1 35 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 4 1 0 6 17 44 53 30 8 2 1 166 07:15 0 0 1 2 1 0 0 2 15 24 2 0 0 1 48 07:30 1 0 0 3 0 0 2 0 16 22 5 0 0 0 49 07:45 2 0 0 0 1 1 7 10 14 28 4 2 1 4 74 08:00 0 1 0 2 2 0 0 0 31 26 12 1 0 0 75 ------------------------------------------------------------------------------------------------------ Hour Total 3 1 1 7 4 1 9 12 76 100 23 3 1 5 246 08:15 1 0 0 4 0 2 0 12 31 33 8 1 0 5 97 08:30 0 1 0 6 0 2 2 9 19 34 2 0 0 0 75 08:45 0 0 0 0 0 0 0 18 8 22 3 2 0 0 53 09:00 0 0 0 5 0 0 3 5 18 17 1 0 0 2 51 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 0 15 0 4 5 44 76 106 14 3 0 7 276 172 Peggy Malone and Associates SPEED SUMMARY Page: 11 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 1 0 0 0 0 0 3 5 23 23 4 0 0 0 59 09:30 0 0 1 1 0 0 2 8 19 17 0 1 0 1 50 09:45 0 0 1 1 0 1 2 7 20 9 1 2 0 0 44 10:00 0 0 0 2 0 0 3 10 21 8 0 1 0 0 45 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 2 4 0 1 10 30 83 57 5 4 0 1 198 10:15 0 0 0 2 0 0 2 5 16 13 2 0 0 0 40 10:30 0 0 0 0 0 0 0 8 18 10 4 0 0 0 40 10:45 0 0 0 2 2 1 0 0 12 6 7 0 0 2 32 11:00 0 0 1 5 0 0 3 2 16 7 0 0 0 0 34 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 9 2 1 5 15 62 36 13 0 0 2 146 11:15 0 0 0 1 0 0 0 11 13 1 2 1 0 0 29 11:30 0 2 2 4 2 0 1 12 6 9 0 2 0 0 40 11:45 0 0 1 4 1 0 4 9 14 9 2 0 0 0 44 12:00 1 0 2 4 0 0 3 5 11 16 0 0 0 1 43 ------------------------------------------------------------------------------------------------------ Hour Total 1 2 5 13 3 0 8 37 44 35 4 3 0 1 156 12:15 0 0 1 1 0 0 1 7 18 12 4 0 1 0 45 12:30 0 0 2 1 0 0 0 12 5 14 2 0 0 0 36 12:45 0 0 1 0 0 0 5 7 8 16 0 1 0 0 38 13:00 0 0 1 3 1 2 0 4 22 10 0 0 1 0 44 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 5 5 1 2 6 30 53 52 6 1 2 0 163 13:15 0 0 1 1 0 3 1 4 12 10 4 1 0 1 38 13:30 0 0 0 3 0 0 8 7 6 11 6 0 0 0 41 13:45 0 1 3 2 0 0 0 11 21 6 2 0 0 1 47 14:00 1 0 5 0 0 0 1 9 5 8 6 0 0 0 35 ------------------------------------------------------------------------------------------------------ Hour Total 1 1 9 6 0 3 10 31 44 35 18 1 0 2 161 14:15 0 0 1 1 0 1 1 14 14 0 0 2 0 0 34 14:30 1 0 0 1 0 2 3 8 15 11 3 0 0 2 46 14:45 0 2 0 3 0 0 3 15 10 7 2 0 0 0 42 15:00 0 0 0 0 0 0 0 15 18 11 3 2 0 1 50 ------------------------------------------------------------------------------------------------------ Hour Total 1 2 1 5 0 3 7 52 57 29 8 4 0 3 172 15:15 0 0 1 8 0 0 4 3 30 12 4 3 0 0 65 15:30 0 0 2 7 0 1 2 13 17 18 2 1 0 1 64 15:45 1 2 1 1 1 2 4 8 23 14 1 0 0 0 58 16:00 1 0 1 5 0 1 3 12 25 6 2 1 0 1 58 ------------------------------------------------------------------------------------------------------ Hour Total 2 2 5 21 1 4 13 36 95 50 9 5 0 2 245 16:15 0 1 0 3 0 1 4 22 11 4 3 0 0 3 52 16:30 1 0 3 4 0 2 1 0 21 8 4 0 0 3 47 16:45 3 0 2 3 0 0 3 7 19 9 0 0 0 1 47 17:00 0 1 2 1 0 0 1 7 15 17 4 1 0 0 49 ------------------------------------------------------------------------------------------------------ Hour Total 4 2 7 11 0 3 9 36 66 38 11 1 0 7 195 17:15 0 0 2 7 0 0 5 5 23 6 0 0 0 2 50 17:30 0 0 0 1 0 1 0 14 15 13 5 1 1 1 52 17:45 1 0 0 5 0 0 0 11 20 12 3 0 0 2 54 18:00 0 0 0 3 0 0 0 11 1 18 10 0 0 2 45 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 2 16 0 1 5 41 59 49 18 1 1 7 201 173 Peggy Malone and Associates SPEED SUMMARY Page: 12 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 0 0 0 2 0 1 3 10 10 15 4 0 0 2 47 18:30 0 0 1 2 0 0 3 15 11 14 7 0 0 0 53 18:45 0 0 0 1 0 0 4 10 1 18 7 0 2 1 44 19:00 0 0 0 1 0 0 1 5 16 9 5 2 2 0 41 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 6 0 1 11 40 38 56 23 2 4 3 185 19:15 1 0 0 0 0 0 3 4 6 4 8 0 0 0 26 19:30 0 0 0 2 0 0 2 6 2 17 2 1 0 1 33 19:45 0 0 1 0 0 0 2 4 6 12 2 0 0 0 27 20:00 0 0 1 1 0 1 9 6 0 12 1 1 0 0 32 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 2 3 0 1 16 20 14 45 13 2 0 1 118 20:15 0 0 0 1 0 0 0 5 13 8 2 0 0 0 29 20:30 0 0 0 0 0 0 2 8 12 9 1 0 0 0 32 20:45 0 0 1 0 0 0 1 0 12 8 4 0 0 0 26 21:00 0 0 0 0 0 1 2 6 8 0 0 0 0 0 17 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 1 0 1 5 19 45 25 7 0 0 0 104 21:15 0 0 1 2 0 0 0 5 0 5 2 0 1 0 16 21:30 0 0 0 0 0 0 1 4 5 4 0 0 0 0 14 21:45 0 0 0 0 0 0 1 2 7 1 1 1 0 0 13 22:00 0 0 1 0 0 0 0 3 1 0 0 0 0 1 6 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 2 2 0 0 2 14 13 10 3 1 1 1 49 22:15 0 0 0 0 0 1 1 6 1 4 0 0 0 0 13 22:30 0 0 0 1 0 0 1 3 4 2 0 0 0 0 11 22:45 0 0 0 0 0 0 1 7 4 2 2 0 0 0 16 23:00 0 0 0 0 0 0 1 2 4 4 0 0 0 0 11 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 1 4 18 13 12 2 0 0 0 51 23:15 0 0 0 0 0 0 0 2 3 3 0 0 0 0 8 23:30 0 0 0 0 0 1 2 2 0 1 0 0 0 0 6 23:45 0 0 0 0 0 1 0 0 2 0 0 0 0 0 3 24:00 0 0 0 0 0 0 1 1 3 1 0 0 0 0 6 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 2 3 5 8 5 0 0 0 0 23 ------------------------------------------------------------------------------------------------------ DAY TOTAL 16 11 44 131 13 30 142 514 935 843 220 43 11 43 2996 PERCENTS 0.5% 0.4% 1.5% 4.4% 0.4% 1.0% 4.7% 17.2% 31.2% 28.1% 7.3% 1.4% 0.4% 1.4% 100.0% 174 Peggy Malone and Associates SPEED SUMMARY Page: 13 Wed 5/10/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 40.7 mph 54.0 mph Median Speed Average Speed 48.1 mph 46.7 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 2052 935 vehicles in pace 69.9% Representing 31.8% of the total vehicles 175 Peggy Malone and Associates SPEED SUMMARY Page: 14 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 00:30 0 0 0 0 0 1 0 1 0 1 0 0 0 0 3 00:45 0 0 0 0 0 1 1 1 0 1 1 0 0 0 5 01:00 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 2 1 3 4 2 1 0 0 0 13 01:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 02:45 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2 03:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 2 1 1 0 0 0 0 4 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 1 0 0 3 0 0 0 0 4 03:45 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 2 0 0 4 1 0 0 0 7 04:15 0 0 0 0 0 0 1 2 2 0 0 0 0 0 5 04:30 0 0 0 0 0 0 0 1 1 1 0 0 0 0 3 04:45 0 0 0 0 0 0 0 2 3 4 1 0 0 0 10 05:00 0 0 0 0 0 0 0 0 4 8 1 0 0 0 13 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 5 10 13 2 0 0 0 31 05:15 0 0 0 0 0 0 0 5 4 2 1 0 0 0 12 05:30 0 0 0 1 0 1 3 1 3 13 0 0 0 1 23 05:45 0 0 0 0 1 0 2 4 5 9 4 1 0 0 26 06:00 0 0 0 1 0 0 1 3 5 9 4 1 0 0 24 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 2 1 1 6 13 17 33 9 2 0 1 85 06:15 0 0 0 0 0 0 1 4 7 12 3 3 0 0 30 06:30 0 0 0 0 0 0 1 5 15 15 2 0 1 1 40 06:45 0 0 0 1 0 0 0 8 13 12 11 3 0 0 48 07:00 0 0 0 2 1 0 4 4 12 15 4 3 2 0 47 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 3 1 0 6 21 47 54 20 9 3 1 165 07:15 0 0 0 0 0 0 1 3 17 23 4 0 0 4 52 07:30 1 2 1 1 0 0 0 8 13 14 7 1 0 0 48 07:45 2 2 3 0 0 0 5 7 31 20 10 1 0 0 81 08:00 0 0 0 1 0 0 1 18 15 36 4 3 0 0 78 ------------------------------------------------------------------------------------------------------ Hour Total 3 4 4 2 0 0 7 36 76 93 25 5 0 4 259 08:15 0 0 2 3 1 0 4 5 36 35 9 0 0 0 95 08:30 0 0 1 5 0 0 3 13 26 30 5 3 1 2 89 08:45 0 0 1 2 0 1 2 7 25 11 7 0 0 0 56 09:00 1 0 1 1 0 0 0 5 24 23 3 1 0 1 60 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 5 11 1 1 9 30 111 99 24 4 1 3 300 176 Peggy Malone and Associates SPEED SUMMARY Page: 15 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 1 1 0 0 0 0 8 17 12 3 1 0 2 45 09:30 0 0 0 3 1 1 1 2 13 9 4 0 0 0 34 09:45 0 0 1 2 0 0 6 10 20 6 0 0 0 0 45 10:00 0 0 1 2 0 2 2 4 14 8 7 1 1 0 42 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 3 7 1 3 9 24 64 35 14 2 1 2 166 10:15 1 0 0 0 3 0 3 7 21 11 2 0 0 0 48 10:30 0 0 3 3 0 0 0 7 13 19 0 2 0 1 48 10:45 0 0 3 0 0 2 2 7 21 3 7 2 0 0 47 11:00 0 0 0 0 0 0 1 12 14 10 1 0 1 1 40 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 6 3 3 2 6 33 69 43 10 4 1 2 183 11:15 0 0 1 2 0 0 0 12 11 7 2 0 0 0 35 11:30 0 0 0 2 1 1 0 6 22 16 4 0 0 1 53 11:45 2 2 1 1 0 0 0 4 17 10 4 0 0 0 41 12:00 0 0 2 5 0 0 4 5 0 7 3 0 1 1 28 ------------------------------------------------------------------------------------------------------ Hour Total 2 2 4 10 1 1 4 27 50 40 13 0 1 2 157 12:15 0 1 1 4 1 0 5 11 19 13 1 0 0 0 56 12:30 0 0 0 1 1 0 2 8 19 12 4 0 0 0 47 12:45 2 0 0 5 0 1 5 1 13 13 0 0 0 1 41 13:00 0 0 0 1 0 0 7 4 23 9 0 1 1 1 47 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 1 11 2 1 19 24 74 47 5 1 1 2 191 13:15 0 0 1 1 0 0 0 20 10 9 1 1 0 0 43 13:30 0 0 3 6 0 0 1 14 12 6 1 0 0 0 43 13:45 0 1 2 6 0 0 9 7 16 8 0 0 0 2 51 14:00 0 0 2 4 0 0 0 3 20 6 2 2 0 0 39 ------------------------------------------------------------------------------------------------------ Hour Total 0 1 8 17 0 0 10 44 58 29 4 3 0 2 176 14:15 1 0 0 2 0 0 3 8 20 12 2 0 0 3 51 14:30 0 0 1 2 0 1 5 10 19 0 0 1 0 1 40 14:45 0 0 1 3 1 1 1 15 9 10 5 0 0 0 46 15:00 1 0 3 2 0 1 0 2 24 13 6 0 0 3 55 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 5 9 1 3 9 35 72 35 13 1 0 7 192 15:15 0 2 4 2 0 0 0 9 20 17 0 0 0 0 54 15:30 0 0 0 0 0 4 4 17 22 16 0 0 0 3 66 15:45 0 0 0 4 0 1 0 1 21 29 4 0 1 2 63 16:00 0 0 0 0 0 0 1 13 12 14 0 0 0 4 44 ------------------------------------------------------------------------------------------------------ Hour Total 0 2 4 6 0 5 5 40 75 76 4 0 1 9 227 16:15 0 0 0 0 1 0 0 6 12 29 2 1 1 6 58 16:30 1 1 2 4 0 1 3 12 14 13 2 0 0 4 57 16:45 0 0 3 2 2 0 5 4 24 8 0 0 0 0 48 17:00 1 0 0 1 0 0 5 8 20 6 0 0 0 1 42 ------------------------------------------------------------------------------------------------------ Hour Total 2 1 5 7 3 1 13 30 70 56 4 1 1 11 205 17:15 1 0 1 3 1 0 0 1 33 13 0 0 0 2 55 17:30 0 0 3 0 0 0 3 13 13 13 7 5 0 1 58 17:45 0 0 0 0 0 0 0 6 22 13 1 1 0 0 43 18:00 1 2 0 2 0 0 1 8 34 9 6 3 0 0 66 ------------------------------------------------------------------------------------------------------ Hour Total 2 2 4 5 1 0 4 28 102 48 14 9 0 3 222 177 Peggy Malone and Associates SPEED SUMMARY Page: 16 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 0 0 0 2 0 1 0 0 15 12 5 0 0 2 37 18:30 0 0 1 1 0 0 0 17 7 17 2 0 0 1 46 18:45 0 0 1 0 0 0 0 9 5 26 8 0 0 0 49 19:00 0 0 0 2 0 0 6 2 11 11 5 0 0 1 38 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 2 5 0 1 6 28 38 66 20 0 0 4 170 19:15 0 0 1 0 1 0 0 4 18 12 3 0 0 0 39 19:30 0 0 0 0 0 0 1 11 14 9 2 1 0 0 38 19:45 0 0 1 0 0 1 1 0 10 12 1 1 0 0 27 20:00 0 0 0 1 0 0 4 1 12 11 1 1 0 1 32 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 2 1 1 1 6 16 54 44 7 3 0 1 136 20:15 0 0 0 0 0 0 3 3 13 3 0 1 0 1 24 20:30 0 0 0 0 0 0 0 4 7 5 5 1 0 0 22 20:45 0 0 1 2 0 0 0 9 7 7 1 0 0 1 28 21:00 0 0 0 2 0 0 0 11 18 5 0 1 1 1 39 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 1 4 0 0 3 27 45 20 6 3 1 3 113 21:15 0 0 0 0 0 0 0 5 8 6 0 1 0 0 20 21:30 0 0 0 0 0 1 0 3 16 5 1 0 0 0 26 21:45 0 0 0 0 0 0 4 7 5 2 0 0 0 0 18 22:00 0 0 0 0 0 0 2 5 3 0 2 0 0 0 12 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 6 20 32 13 3 1 0 0 76 22:15 0 0 0 0 0 0 0 1 5 2 1 0 0 0 9 22:30 0 0 0 0 0 0 1 2 7 1 0 1 0 0 12 22:45 0 0 0 0 0 0 4 3 5 7 2 0 0 1 22 23:00 0 0 0 0 1 0 2 1 2 1 0 0 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 1 0 7 7 19 11 3 1 0 1 50 23:15 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 23:30 0 0 0 1 0 0 0 5 5 1 0 0 0 0 12 23:45 0 0 0 0 0 1 1 2 4 1 0 0 0 0 9 24:00 0 0 0 0 0 0 2 1 0 2 1 0 0 1 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 0 1 3 8 12 4 1 0 0 1 31 ------------------------------------------------------------------------------------------------------ DAY TOTAL 15 14 54 104 17 24 142 501 1102 867 203 49 11 59 3162 PERCENTS 0.5% 0.4% 1.7% 3.3% 0.5% 0.8% 4.5% 15.8% 34.9% 27.4% 6.4% 1.5% 0.3% 1.9% 100.0% 178 Peggy Malone and Associates SPEED SUMMARY Page: 17 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 41.1 mph 53.9 mph Median Speed Average Speed 48.1 mph 46.9 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 2232 1102 vehicles in pace 72.3% Representing 35.7% of the total vehicles 179 Peggy Malone and Associates SPEED SUMMARY Page: 18 Thu 5/11/2023 Station #: N EB (O/I) File: D0509003.prn Site ID: 000000008513 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: EAST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 31 98 30 284 2037 423 22 25 235 54 1015 1710 92 102 6158 PERCENTS 0.5% 0.4% 1.6% 3.8% 0.5% 0.9% 4.6% 16.5% 33.1% 27.8% 6.9% 1.5% 0.4% 1.7% 100.0% 180 Peggy Malone and Associates SPEED SUMMARY Page: 1 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 00:30 0 0 0 0 0 3 0 1 0 0 0 0 0 0 4 00:45 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 3 1 3 1 0 0 0 0 0 9 01:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:00 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 1 1 0 0 0 0 3 02:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 03:15 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 03:30 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 5 0 0 0 0 0 5 04:15 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 04:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 04:45 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 3 2 0 0 0 0 0 5 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 05:45 0 0 0 0 0 0 4 0 4 0 0 0 0 0 8 06:00 0 0 0 0 0 0 5 0 0 0 0 0 0 0 5 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 9 0 8 0 0 0 0 0 17 06:15 0 0 0 0 0 0 1 0 7 0 0 0 0 0 8 06:30 0 0 0 0 0 5 2 4 0 0 2 0 0 0 13 06:45 0 0 0 0 0 2 9 0 1 0 1 0 0 0 13 07:00 0 0 0 0 0 3 0 0 0 9 7 5 0 0 24 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 10 12 4 8 9 10 5 0 0 58 07:15 0 0 1 0 1 5 0 1 12 1 6 0 0 0 27 07:30 5 0 0 0 0 0 2 5 21 13 5 0 0 0 51 07:45 4 0 2 2 2 8 0 4 26 6 4 4 0 0 62 08:00 7 0 0 0 0 0 0 4 17 25 13 0 0 0 66 ------------------------------------------------------------------------------------------------------ Hour Total 16 0 3 2 3 13 2 14 76 45 28 4 0 0 206 08:15 14 0 0 0 0 0 0 9 13 25 0 0 0 0 61 08:30 0 0 0 0 0 1 1 1 13 20 0 0 0 0 36 08:45 1 0 0 0 11 0 5 6 6 7 0 0 0 7 43 09:00 2 0 0 0 0 0 0 26 15 0 0 0 0 0 43 ------------------------------------------------------------------------------------------------------ Hour Total 17 0 0 0 11 1 6 42 47 52 0 0 0 7 183 181 Peggy Malone and Associates SPEED SUMMARY Page: 2 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 12 0 0 3 0 0 8 10 6 0 0 0 0 0 39 09:30 1 0 0 0 0 5 0 3 22 1 0 0 0 0 32 09:45 9 0 0 0 0 0 0 7 35 0 0 7 0 0 58 10:00 3 0 0 0 0 1 0 31 8 0 0 0 0 0 43 ------------------------------------------------------------------------------------------------------ Hour Total 25 0 0 3 0 6 8 51 71 1 0 7 0 0 172 10:15 0 0 0 7 0 0 0 24 10 0 0 0 0 0 41 10:30 0 0 0 0 7 0 14 0 5 25 0 0 0 0 51 10:45 9 0 0 0 0 0 26 11 0 0 0 0 0 0 46 11:00 17 0 1 0 0 0 3 27 0 0 0 0 0 0 48 ------------------------------------------------------------------------------------------------------ Hour Total 26 0 1 7 7 0 43 62 15 25 0 0 0 0 186 11:15 27 0 7 0 0 6 0 0 0 0 0 0 0 0 40 11:30 28 0 0 0 0 8 0 0 0 15 0 0 0 7 58 11:45 26 0 0 0 0 0 0 11 0 15 0 0 0 0 52 12:00 51 0 0 0 0 0 5 0 5 2 0 0 0 0 63 ------------------------------------------------------------------------------------------------------ Hour Total 132 0 7 0 0 14 5 11 5 32 0 0 0 7 213 12:15 8 0 0 0 0 0 0 41 16 0 0 0 0 0 65 12:30 5 0 0 0 0 0 0 61 3 0 0 0 0 0 69 12:45 17 0 0 0 0 21 16 3 2 0 0 0 0 0 59 13:00 0 0 0 0 0 0 0 14 28 31 0 0 0 0 73 ------------------------------------------------------------------------------------------------------ Hour Total 30 0 0 0 0 21 16 119 49 31 0 0 0 0 266 13:15 5 0 0 13 0 0 2 40 7 0 0 0 0 0 67 13:30 27 0 0 0 0 1 19 18 0 0 0 0 0 0 65 13:45 66 0 0 0 0 0 0 0 7 0 0 0 0 0 73 14:00 25 0 0 0 0 0 0 11 20 2 0 0 0 12 70 ------------------------------------------------------------------------------------------------------ Hour Total 123 0 0 13 0 1 21 69 34 2 0 0 0 12 275 14:15 41 0 0 0 0 0 0 0 18 0 0 0 0 5 64 14:30 63 0 0 0 0 0 0 2 6 0 0 0 0 0 71 14:45 35 0 0 0 0 0 0 18 21 0 0 0 0 3 77 15:00 27 15 0 0 0 0 0 0 40 0 0 0 0 0 82 ------------------------------------------------------------------------------------------------------ Hour Total 166 15 0 0 0 0 0 20 85 0 0 0 0 8 294 15:15 66 2 0 0 0 1 0 0 0 11 0 0 0 1 81 15:30 43 7 2 4 1 0 0 15 0 0 0 0 0 14 86 15:45 31 2 0 0 0 3 0 0 27 20 0 0 0 14 97 16:00 27 0 1 0 0 16 17 20 17 0 0 0 0 0 98 ------------------------------------------------------------------------------------------------------ Hour Total 167 11 3 4 1 20 17 35 44 31 0 0 0 29 362 16:15 22 0 0 0 2 10 3 40 5 0 0 0 0 16 98 16:30 60 0 0 0 0 0 0 0 9 0 0 0 0 0 69 16:45 39 0 0 0 0 0 32 6 25 0 5 0 0 6 113 17:00 41 33 0 0 0 0 16 6 0 0 0 0 0 0 96 ------------------------------------------------------------------------------------------------------ Hour Total 162 33 0 0 2 10 51 52 39 0 5 0 0 22 376 17:15 39 7 0 0 8 0 0 4 32 21 0 0 0 0 111 17:30 81 0 4 0 6 0 4 14 2 3 0 0 0 2 116 17:45 82 0 0 0 0 0 0 0 19 0 0 0 0 0 101 18:00 35 4 0 0 0 0 4 3 37 8 7 0 0 0 98 ------------------------------------------------------------------------------------------------------ Hour Total 237 11 4 0 14 0 8 21 90 32 7 0 0 2 426 182 Peggy Malone and Associates SPEED SUMMARY Page: 3 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 36 0 0 0 0 0 6 7 22 20 0 2 0 0 93 18:30 28 9 0 0 0 0 4 0 10 18 0 0 0 0 69 18:45 25 1 0 0 0 0 5 2 5 33 0 0 0 0 71 19:00 0 0 0 0 0 0 49 0 0 0 0 0 0 0 49 ------------------------------------------------------------------------------------------------------ Hour Total 89 10 0 0 0 0 64 9 37 71 0 2 0 0 282 19:15 15 0 0 0 0 0 19 7 8 6 0 0 0 0 55 19:30 22 0 8 0 0 0 4 24 0 0 0 0 0 0 58 19:45 12 0 0 0 0 0 0 17 31 10 0 0 0 0 70 20:00 5 0 0 0 0 0 0 14 19 25 0 0 0 0 63 ------------------------------------------------------------------------------------------------------ Hour Total 54 0 8 0 0 0 23 62 58 41 0 0 0 0 246 20:15 2 0 0 0 0 0 0 1 28 24 0 0 0 0 55 20:30 0 0 0 0 0 5 19 20 0 9 0 0 0 0 53 20:45 0 0 0 0 14 0 1 1 25 11 0 0 0 0 52 21:00 0 0 0 0 0 0 13 10 18 10 0 0 0 0 51 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 0 14 5 33 32 71 54 0 0 0 0 211 21:15 0 0 0 0 0 11 2 33 2 1 0 0 0 0 49 21:30 0 0 0 0 0 12 2 9 9 0 0 0 0 0 32 21:45 0 0 0 0 0 0 0 11 2 7 0 0 0 0 20 22:00 0 0 0 0 0 0 0 10 13 0 0 0 0 0 23 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 23 4 63 26 8 0 0 0 0 124 22:15 0 0 0 0 0 0 0 13 0 0 10 0 0 0 23 22:30 0 0 0 0 0 4 0 9 1 2 1 0 0 0 17 22:45 0 0 0 0 0 0 0 0 17 0 0 0 0 0 17 23:00 0 0 0 0 0 3 0 0 4 1 0 0 0 0 8 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 7 0 22 22 3 11 0 0 0 65 23:15 0 0 0 0 1 2 0 1 4 2 0 0 0 0 10 23:30 0 0 0 0 0 0 0 0 10 0 0 0 0 0 10 23:45 0 0 0 0 0 0 0 0 8 0 0 0 0 0 8 24:00 0 0 0 0 0 0 1 0 1 0 0 3 0 0 5 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 1 2 1 1 23 2 0 3 0 0 33 ------------------------------------------------------------------------------------------------------ DAY TOTAL 1247 80 26 29 53 136 324 696 820 440 61 21 0 87 4020 PERCENTS 31.0% 2.0% 0.6% 0.7% 1.3% 3.4% 8.1% 17.3% 20.4% 10.9% 1.5% 0.5% 0.0% 2.2% 100.0% 183 Peggy Malone and Associates SPEED SUMMARY Page: 4 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 36.2 mph 51.4 mph Median Speed Average Speed 45.0 mph 43.4 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 1342 820 vehicles in pace 50.0% Representing 30.5% of the total vehicles 184 Peggy Malone and Associates SPEED SUMMARY Page: 5 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 1 0 0 0 0 0 0 0 0 2 0 0 0 0 3 00:30 0 0 0 0 0 3 0 1 0 0 0 0 0 0 4 00:45 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 01:00 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 6 0 1 0 2 0 0 0 0 10 01:15 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 01:30 0 0 0 0 0 0 0 3 0 0 0 0 0 0 3 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 1 0 3 1 0 0 0 0 0 5 02:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 03:45 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 0 4 0 0 0 0 4 04:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 04:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 0 2 2 0 0 0 0 4 05:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 05:45 0 0 0 0 0 0 2 0 4 0 1 0 0 0 7 06:00 0 0 0 4 0 0 1 0 0 0 1 1 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 4 0 0 3 0 5 0 2 1 0 0 15 06:15 0 0 0 0 0 0 2 0 6 0 0 0 0 0 8 06:30 0 0 0 0 0 0 2 0 10 1 0 0 0 0 13 06:45 0 0 0 0 6 2 0 1 3 1 4 0 0 0 17 07:00 0 0 0 0 0 1 5 5 7 7 0 0 0 0 25 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 6 3 9 6 26 9 4 0 0 0 63 07:15 1 0 0 0 0 0 0 0 19 0 0 0 0 7 27 07:30 2 0 0 0 0 8 7 7 7 8 0 0 0 0 39 07:45 2 0 0 5 3 4 10 4 19 8 13 0 0 0 68 08:00 1 0 5 0 0 0 0 27 19 6 0 0 0 0 58 ------------------------------------------------------------------------------------------------------ Hour Total 6 0 5 5 3 12 17 38 64 22 13 0 0 7 192 08:15 0 0 0 0 0 0 3 14 37 4 2 0 0 0 60 08:30 6 0 0 0 14 0 0 2 9 3 0 0 0 3 37 08:45 0 0 0 0 0 0 6 1 15 12 5 11 0 7 57 09:00 0 0 0 0 0 0 0 1 24 19 8 0 0 0 52 ------------------------------------------------------------------------------------------------------ Hour Total 6 0 0 0 14 0 9 18 85 38 15 11 0 10 206 185 Peggy Malone and Associates SPEED SUMMARY Page: 6 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 21 0 0 0 0 0 0 14 0 6 2 0 0 0 43 09:30 0 0 0 0 0 0 0 37 7 4 0 0 0 0 48 09:45 6 0 0 0 0 0 0 33 2 19 0 0 0 0 60 10:00 4 0 0 0 0 0 8 8 38 1 0 0 0 0 59 ------------------------------------------------------------------------------------------------------ Hour Total 31 0 0 0 0 0 8 92 47 30 2 0 0 0 210 10:15 4 0 0 0 0 0 6 18 17 8 0 0 0 0 53 10:30 15 0 0 0 2 0 0 4 27 7 0 0 0 0 55 10:45 6 0 0 2 0 0 9 25 6 0 0 0 0 0 48 11:00 0 0 0 0 0 0 0 0 35 7 0 0 0 0 42 ------------------------------------------------------------------------------------------------------ Hour Total 25 0 0 2 2 0 15 47 85 22 0 0 0 0 198 11:15 4 0 0 0 0 0 0 9 23 10 0 0 0 0 46 11:30 1 0 0 0 11 0 2 24 0 13 0 0 0 0 51 11:45 0 0 0 0 6 0 0 0 17 0 52 0 0 0 75 12:00 36 0 0 0 0 0 1 0 0 0 11 0 0 0 48 ------------------------------------------------------------------------------------------------------ Hour Total 41 0 0 0 17 0 3 33 40 23 63 0 0 0 220 12:15 17 0 0 0 9 0 19 0 28 3 0 0 0 0 76 12:30 19 0 0 0 0 2 16 19 3 0 7 0 0 0 66 12:45 0 0 0 0 0 5 25 28 0 3 0 0 0 2 63 13:00 30 0 0 0 0 0 0 7 30 0 0 0 0 0 67 ------------------------------------------------------------------------------------------------------ Hour Total 66 0 0 0 9 7 60 54 61 6 7 0 0 2 272 13:15 0 9 0 0 0 12 33 0 13 0 0 0 0 0 67 13:30 0 0 0 0 0 44 10 0 26 0 0 0 0 0 80 13:45 15 0 0 0 0 1 6 0 38 4 5 0 0 0 69 14:00 30 0 0 0 0 0 0 26 8 0 0 0 0 0 64 ------------------------------------------------------------------------------------------------------ Hour Total 45 9 0 0 0 57 49 26 85 4 5 0 0 0 280 14:15 39 0 0 0 0 3 0 19 13 0 1 0 0 4 79 14:30 69 0 0 0 2 0 0 2 0 6 0 0 0 0 79 14:45 79 0 4 0 0 0 0 0 0 4 0 0 0 0 87 15:00 50 0 0 0 0 2 0 0 0 3 25 0 0 0 80 ------------------------------------------------------------------------------------------------------ Hour Total 237 0 4 0 2 5 0 21 13 13 26 0 0 4 325 15:15 56 0 0 0 0 2 0 0 19 0 0 0 0 0 77 15:30 18 5 6 3 0 7 0 4 3 3 0 0 0 52 101 15:45 39 0 0 0 0 0 13 9 5 0 0 4 0 3 73 16:00 29 11 1 0 0 3 0 3 16 0 12 0 0 0 75 ------------------------------------------------------------------------------------------------------ Hour Total 142 16 7 3 0 12 13 16 43 3 12 4 0 55 326 16:15 6 0 0 0 11 3 0 39 22 0 2 0 0 8 91 16:30 25 0 0 0 0 0 16 0 39 22 0 0 0 6 108 16:45 61 0 0 0 0 0 0 0 12 11 0 0 0 0 84 17:00 29 0 0 0 0 0 20 0 12 49 0 0 0 0 110 ------------------------------------------------------------------------------------------------------ Hour Total 121 0 0 0 11 3 36 39 85 82 2 0 0 14 393 17:15 50 0 0 0 8 0 0 17 6 12 0 0 0 0 93 17:30 39 0 0 25 0 0 0 27 5 12 16 0 0 4 128 17:45 70 0 0 0 0 0 0 13 4 0 4 0 0 0 91 18:00 41 0 0 0 0 0 0 1 38 19 0 0 0 0 99 ------------------------------------------------------------------------------------------------------ Hour Total 200 0 0 25 8 0 0 58 53 43 20 0 0 4 411 186 Peggy Malone and Associates SPEED SUMMARY Page: 7 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 15 22 0 0 0 0 0 37 21 0 0 0 0 0 95 18:30 20 0 0 0 0 0 0 28 8 38 0 0 0 0 94 18:45 1 0 0 0 0 0 0 14 41 13 0 9 0 0 78 19:00 15 0 0 0 0 0 0 2 0 53 0 0 0 0 70 ------------------------------------------------------------------------------------------------------ Hour Total 51 22 0 0 0 0 0 81 70 104 0 9 0 0 337 19:15 55 0 0 0 0 0 0 0 0 0 0 0 0 0 55 19:30 14 0 0 0 0 0 0 0 46 2 0 0 0 0 62 19:45 7 0 0 0 0 0 0 23 12 27 0 11 0 0 80 20:00 16 0 0 0 0 0 1 17 17 7 0 0 0 0 58 ------------------------------------------------------------------------------------------------------ Hour Total 92 0 0 0 0 0 1 40 75 36 0 11 0 0 255 20:15 17 0 0 0 0 0 0 12 9 7 2 0 0 0 47 20:30 20 0 0 0 0 0 12 5 15 0 0 0 0 0 52 20:45 4 0 0 0 0 0 0 2 30 26 0 0 0 0 62 21:00 0 0 0 0 0 0 9 12 11 1 0 0 0 0 33 ------------------------------------------------------------------------------------------------------ Hour Total 41 0 0 0 0 0 21 31 65 34 2 0 0 0 194 21:15 0 0 0 0 0 0 0 22 2 23 5 0 0 0 52 21:30 0 25 0 0 0 0 0 0 6 0 0 0 0 0 31 21:45 0 0 0 0 5 0 3 3 7 4 4 0 0 0 26 22:00 0 0 0 0 3 0 3 9 9 0 0 0 0 0 24 ------------------------------------------------------------------------------------------------------ Hour Total 0 25 0 0 8 0 6 34 24 27 9 0 0 0 133 22:15 0 0 0 0 0 9 1 3 0 0 0 0 0 0 13 22:30 0 0 0 0 0 7 1 0 1 0 0 0 0 0 9 22:45 0 0 0 0 0 0 1 14 0 4 0 0 0 0 19 23:00 0 0 0 0 0 0 0 4 0 0 0 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 16 3 21 1 4 0 0 0 0 45 23:15 0 0 0 7 0 0 0 3 0 7 0 0 0 0 17 23:30 0 0 0 0 0 0 4 1 4 0 0 0 0 0 9 23:45 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 24:00 0 0 0 0 1 0 0 6 1 0 0 0 0 0 8 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 7 1 0 4 10 9 7 0 0 0 0 38 ------------------------------------------------------------------------------------------------------ DAY TOTAL 1105 72 16 46 81 122 257 669 939 517 182 36 0 96 4138 PERCENTS 26.7% 1.7% 0.4% 1.1% 2.0% 2.9% 6.2% 16.2% 22.7% 12.5% 4.4% 0.9% 0.0% 2.3% 100.0% 187 Peggy Malone and Associates SPEED SUMMARY Page: 8 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 37.0 mph 52.9 mph Median Speed Average Speed 46.1 mph 44.6 mph 10 MPH Pace Speed Vehicles > 45 MPH 40 mph to 50 mph 1674 939 vehicles in pace 57.0% Representing 32.0% of the total vehicles 188 Peggy Malone and Associates SPEED SUMMARY Page: 9 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 1 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 2352 42 134 581 1759 243 0 152 75 258 1365 957 57 183 8158 PERCENTS 28.8% 1.9% 0.5% 0.9% 1.6% 3.2% 7.1% 16.7% 21.6% 11.7% 3.0% 0.7% 0.0% 2.2% 100.0% 189 Peggy Malone and Associates SPEED SUMMARY Page: 10 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 0 3 5 1 0 0 0 9 00:30 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 00:45 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 01:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 0 0 1 5 6 1 0 0 0 14 01:15 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 01:30 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 01:45 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 0 0 2 1 0 0 0 0 0 4 02:15 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 02:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 2 0 1 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 1 0 3 2 1 0 0 0 7 03:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 0 1 0 0 0 0 0 0 0 2 04:15 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 04:30 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 04:45 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 05:00 0 0 0 0 0 0 0 1 0 0 3 0 0 0 4 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 2 2 2 3 0 0 0 9 05:15 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 05:30 2 0 0 0 0 0 0 1 0 0 1 0 0 0 4 05:45 2 0 0 0 0 0 0 0 0 2 0 0 3 0 7 06:00 0 0 0 0 0 0 0 0 5 3 3 0 0 0 11 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 0 0 0 0 2 5 5 4 0 3 0 23 06:15 1 0 0 0 0 0 0 2 0 4 3 0 0 0 10 06:30 0 0 0 0 0 0 0 0 2 9 0 0 0 0 11 06:45 3 0 0 0 0 0 0 0 3 6 3 0 0 0 15 07:00 1 0 0 0 0 0 3 4 2 1 0 0 0 0 11 ------------------------------------------------------------------------------------------------------ Hour Total 5 0 0 0 0 0 3 6 7 20 6 0 0 0 47 07:15 5 0 0 0 0 0 4 2 0 5 0 0 0 0 16 07:30 7 0 0 0 0 2 3 8 1 10 0 0 0 0 31 07:45 5 1 0 1 4 0 11 9 2 23 1 0 0 1 58 08:00 13 0 0 0 0 1 3 18 20 0 0 0 0 0 55 ------------------------------------------------------------------------------------------------------ Hour Total 30 1 0 1 4 3 21 37 23 38 1 0 0 1 160 08:15 5 0 3 0 1 1 6 4 11 5 8 1 0 1 46 08:30 11 0 0 0 0 0 0 12 9 0 6 0 0 0 38 08:45 3 0 0 0 0 0 2 7 12 1 3 0 0 0 28 09:00 12 0 1 0 0 1 1 0 0 11 5 1 0 1 33 ------------------------------------------------------------------------------------------------------ Hour Total 31 0 4 0 1 2 9 23 32 17 22 2 0 2 145 190 Peggy Malone and Associates SPEED SUMMARY Page: 11 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 1 0 0 0 0 1 0 0 16 11 2 0 0 0 31 09:30 13 0 0 0 0 0 3 0 0 17 0 0 0 2 35 09:45 4 0 0 0 0 1 7 8 0 10 4 0 0 0 34 10:00 10 0 0 1 0 1 1 0 0 12 1 0 0 0 26 ------------------------------------------------------------------------------------------------------ Hour Total 28 0 0 1 0 3 11 8 16 50 7 0 0 2 126 10:15 11 0 0 0 1 0 0 0 0 20 1 2 0 0 35 10:30 7 0 1 0 0 1 0 3 2 0 3 2 0 0 19 10:45 3 0 0 0 0 1 0 3 11 14 2 1 0 1 36 11:00 2 0 0 0 0 4 2 0 20 15 0 1 0 0 44 ------------------------------------------------------------------------------------------------------ Hour Total 23 0 1 0 1 6 2 6 33 49 6 6 0 1 134 11:15 0 0 0 0 0 0 2 0 24 15 2 0 0 0 43 11:30 0 2 0 0 1 0 1 0 26 0 3 0 0 0 33 11:45 0 0 0 0 0 1 6 3 32 0 0 0 0 0 42 12:00 0 0 0 1 1 1 0 23 14 15 1 0 0 0 56 ------------------------------------------------------------------------------------------------------ Hour Total 0 2 0 1 2 2 9 26 96 30 6 0 0 0 174 12:15 11 0 0 0 0 0 1 0 0 25 5 0 0 0 42 12:30 18 0 0 0 0 0 8 0 23 28 5 1 0 0 83 12:45 1 0 0 0 1 0 0 3 20 15 1 0 0 0 41 13:00 2 0 0 0 5 2 8 3 14 0 4 0 0 3 41 ------------------------------------------------------------------------------------------------------ Hour Total 32 0 0 0 6 2 17 6 57 68 15 1 0 3 207 13:15 4 0 0 0 1 0 5 0 20 18 2 1 0 2 53 13:30 0 0 0 0 0 0 0 0 36 17 2 0 0 4 59 13:45 0 0 0 0 0 3 9 22 21 16 2 0 0 0 73 14:00 0 0 0 1 1 0 2 0 20 9 4 1 0 0 38 ------------------------------------------------------------------------------------------------------ Hour Total 4 0 0 1 2 3 16 22 97 60 10 2 0 6 223 14:15 0 0 0 0 0 1 5 9 0 20 5 0 0 0 40 14:30 0 0 0 0 0 0 11 11 34 30 8 0 0 4 98 14:45 0 2 0 1 0 3 6 0 19 32 1 0 1 0 65 15:00 7 0 0 0 0 4 3 2 0 32 2 0 0 0 50 ------------------------------------------------------------------------------------------------------ Hour Total 7 2 0 1 0 8 25 22 53 114 16 0 1 4 253 15:15 0 0 0 2 2 4 3 15 4 21 7 0 0 6 64 15:30 0 0 0 0 0 0 5 0 15 11 4 0 0 0 35 15:45 0 0 1 1 0 0 3 4 11 5 3 0 0 0 28 16:00 3 0 0 1 0 0 0 0 20 20 2 0 0 2 48 ------------------------------------------------------------------------------------------------------ Hour Total 3 0 1 4 2 4 11 19 50 57 16 0 0 8 175 16:15 5 2 0 1 0 0 6 0 18 11 2 0 0 0 45 16:30 0 0 0 0 0 1 3 10 0 21 3 4 0 0 42 16:45 0 1 0 0 1 0 0 19 12 23 0 0 1 0 57 17:00 0 0 0 0 0 1 0 0 32 31 2 0 0 2 68 ------------------------------------------------------------------------------------------------------ Hour Total 5 3 0 1 1 2 9 29 62 86 7 4 1 2 212 17:15 0 0 0 0 0 0 0 0 17 23 7 0 1 1 49 17:30 0 0 0 1 0 2 0 0 34 25 8 1 0 0 71 17:45 0 0 0 0 2 3 6 35 16 22 11 2 0 4 101 18:00 0 0 0 0 1 0 0 13 0 30 6 0 0 0 50 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 1 3 5 6 48 67 100 32 3 1 5 271 191 Peggy Malone and Associates SPEED SUMMARY Page: 12 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 0 0 0 0 0 0 0 2 16 29 4 0 0 4 55 18:30 0 0 0 0 0 0 0 7 17 12 8 1 0 3 48 18:45 0 0 0 0 0 0 0 15 22 0 10 0 0 1 48 19:00 17 0 0 0 0 0 0 9 32 28 6 0 0 2 94 ------------------------------------------------------------------------------------------------------ Hour Total 17 0 0 0 0 0 0 33 87 69 28 1 0 10 245 19:15 0 0 1 0 0 0 0 8 31 13 5 0 0 0 58 19:30 0 0 0 0 0 1 2 0 27 18 5 0 0 2 55 19:45 10 0 0 0 1 1 2 0 5 3 7 0 0 0 29 20:00 21 0 0 0 0 2 0 5 6 0 0 0 0 0 34 ------------------------------------------------------------------------------------------------------ Hour Total 31 0 1 0 1 4 4 13 69 34 17 0 0 2 176 20:15 11 0 0 0 0 1 2 10 2 2 1 0 0 1 30 20:30 10 0 0 0 0 0 0 0 8 9 1 0 0 0 28 20:45 4 0 0 0 0 1 3 3 0 0 1 0 0 0 12 21:00 6 0 1 0 0 0 0 14 0 6 3 1 0 2 33 ------------------------------------------------------------------------------------------------------ Hour Total 31 0 1 0 0 2 5 27 10 17 6 1 0 3 103 21:15 3 0 0 0 0 0 1 0 0 23 2 0 0 2 31 21:30 3 0 0 0 0 0 1 0 13 7 0 0 0 0 24 21:45 8 0 0 0 0 2 0 0 8 7 2 0 0 0 27 22:00 4 0 0 0 1 0 0 0 0 10 0 0 0 1 16 ------------------------------------------------------------------------------------------------------ Hour Total 18 0 0 0 1 2 2 0 21 47 4 0 0 3 98 22:15 4 0 0 0 0 0 1 0 3 7 0 0 0 0 15 22:30 0 0 0 0 0 0 1 0 9 2 0 0 0 1 13 22:45 1 0 0 0 0 0 0 5 0 3 0 0 0 0 9 23:00 0 0 0 0 0 0 0 1 5 0 0 0 0 0 6 ------------------------------------------------------------------------------------------------------ Hour Total 5 0 0 0 0 0 2 6 17 12 0 0 0 1 43 23:15 1 0 0 0 0 0 1 0 0 5 0 0 0 0 7 23:30 3 0 0 0 0 0 0 4 0 5 2 0 0 4 18 23:45 3 0 0 0 0 0 0 1 0 1 1 0 0 3 9 24:00 0 0 0 0 0 0 0 2 0 1 0 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 7 0 0 0 0 0 1 7 0 12 3 0 0 7 37 ------------------------------------------------------------------------------------------------------ DAY TOTAL 284 8 8 11 24 48 155 345 813 895 211 20 6 60 2888 PERCENTS 9.8% 0.3% 0.3% 0.4% 0.8% 1.7% 5.4% 11.9% 28.2% 31.0% 7.3% 0.7% 0.2% 2.1% 100.0% 192 Peggy Malone and Associates SPEED SUMMARY Page: 13 Wed 5/10/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 41.9 mph 54.2 mph Median Speed Average Speed 49.1 mph 48.2 mph 10 MPH Pace Speed Vehicles > 45 MPH 45 mph to 55 mph 1945 895 vehicles in pace 76.5% Representing 35.2% of the total vehicles 193 Peggy Malone and Associates SPEED SUMMARY Page: 14 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 00:15 0 0 0 0 0 0 0 2 3 0 0 1 0 0 6 00:30 1 0 0 0 0 0 0 0 1 1 1 0 0 0 4 00:45 0 0 0 0 0 0 0 0 3 1 0 0 0 0 4 01:00 0 0 0 0 0 0 0 0 1 1 1 0 0 0 3 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 0 0 2 8 3 2 1 0 0 17 01:15 0 0 0 0 0 0 0 0 2 1 0 0 0 0 3 01:30 0 0 0 0 0 0 0 0 2 2 0 0 0 0 4 01:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 1 0 1 0 0 0 0 2 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 4 4 0 0 0 0 9 02:15 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 02:30 0 0 0 0 0 0 0 1 1 1 1 0 0 0 4 02:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 3 1 1 0 0 0 6 03:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 2 03:30 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 1 0 0 0 0 0 1 0 0 1 0 0 0 0 3 04:15 0 0 0 0 0 0 0 0 1 1 0 0 0 0 2 04:30 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 04:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 05:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 0 0 0 1 3 1 0 0 0 0 5 05:15 0 0 0 0 0 0 0 1 2 2 0 0 0 0 5 05:30 0 0 0 0 0 0 0 1 2 3 2 0 0 0 8 05:45 1 0 0 0 0 0 1 2 0 0 0 0 0 0 4 06:00 1 0 0 0 0 0 2 1 1 2 0 0 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 2 0 0 0 0 0 3 5 5 7 2 0 0 0 24 06:15 2 0 0 0 0 0 0 3 4 5 0 0 0 0 14 06:30 4 0 0 0 0 0 0 1 0 8 3 0 0 0 16 06:45 1 0 0 0 0 0 1 1 3 0 0 1 0 0 7 07:00 8 0 0 0 1 0 2 2 9 3 0 0 0 0 25 ------------------------------------------------------------------------------------------------------ Hour Total 15 0 0 0 1 0 3 7 16 16 3 1 0 0 62 07:15 3 0 0 0 0 1 3 4 0 3 1 0 1 0 16 07:30 0 0 0 0 0 0 0 0 21 11 4 1 0 3 40 07:45 3 0 0 0 0 0 0 15 31 2 0 0 0 0 51 08:00 3 0 0 0 0 2 8 0 17 31 3 2 0 0 66 ------------------------------------------------------------------------------------------------------ Hour Total 9 0 0 0 0 3 11 19 69 47 8 3 1 3 173 08:15 9 0 0 0 0 0 0 1 0 26 11 0 0 1 48 08:30 6 0 1 0 0 0 2 6 5 11 3 0 0 0 34 08:45 18 0 0 0 0 0 0 14 3 1 1 0 0 0 37 09:00 7 0 2 0 0 1 3 15 3 0 0 1 1 0 33 ------------------------------------------------------------------------------------------------------ Hour Total 40 0 3 0 0 1 5 36 11 38 15 1 1 1 152 194 Peggy Malone and Associates SPEED SUMMARY Page: 15 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 09:15 0 0 0 0 0 0 5 0 28 4 0 0 0 0 37 09:30 15 0 0 0 0 1 3 0 17 10 0 0 0 2 48 09:45 9 0 0 0 0 0 5 0 3 0 1 0 0 0 18 10:00 7 0 0 0 0 0 0 3 0 11 3 0 0 1 25 ------------------------------------------------------------------------------------------------------ Hour Total 31 0 0 0 0 1 13 3 48 25 4 0 0 3 128 10:15 4 0 0 0 0 0 0 11 2 5 6 0 0 0 28 10:30 0 0 0 0 0 2 2 10 15 7 3 0 0 1 40 10:45 6 0 0 0 1 1 0 0 4 7 6 0 0 3 28 11:00 12 0 0 0 0 0 0 4 0 10 3 0 3 0 32 ------------------------------------------------------------------------------------------------------ Hour Total 22 0 0 0 1 3 2 25 21 29 18 0 3 4 128 11:15 9 1 0 0 0 0 3 1 2 10 5 6 0 0 37 11:30 6 0 0 2 0 1 4 0 16 0 5 0 0 0 34 11:45 13 0 0 0 0 3 3 16 25 13 0 0 0 0 73 12:00 0 0 0 0 0 3 3 10 13 12 0 1 0 0 42 ------------------------------------------------------------------------------------------------------ Hour Total 28 1 0 2 0 7 13 27 56 35 10 7 0 0 186 12:15 7 1 0 0 0 1 0 3 7 20 6 1 0 3 49 12:30 0 0 0 0 0 0 0 0 14 20 2 0 0 2 38 12:45 9 0 0 2 0 0 0 0 12 25 4 0 1 0 53 13:00 0 0 0 0 3 3 4 0 0 23 9 3 1 0 46 ------------------------------------------------------------------------------------------------------ Hour Total 16 1 0 2 3 4 4 3 33 88 21 4 2 5 186 13:15 3 0 0 0 0 0 0 11 0 12 2 0 0 0 28 13:30 17 0 0 0 0 0 0 23 11 22 7 0 0 1 81 13:45 4 0 0 0 0 0 0 15 0 21 0 0 0 0 40 14:00 0 0 0 0 0 5 5 0 1 28 3 0 0 1 43 ------------------------------------------------------------------------------------------------------ Hour Total 24 0 0 0 0 5 5 49 12 83 12 0 0 2 192 14:15 0 1 0 0 0 0 3 0 2 43 0 0 1 0 50 14:30 0 1 0 0 1 1 9 22 44 23 1 1 0 0 103 14:45 0 1 0 0 1 3 2 19 44 24 3 3 1 0 101 15:00 0 0 0 0 1 0 1 25 28 2 0 2 0 2 61 ------------------------------------------------------------------------------------------------------ Hour Total 0 3 0 0 3 4 15 66 118 92 4 6 2 2 315 15:15 0 0 0 0 0 0 5 9 0 23 3 0 0 2 42 15:30 0 0 0 0 1 0 4 18 29 13 2 1 0 0 68 15:45 0 0 0 0 1 5 0 0 24 28 1 0 0 3 62 16:00 0 0 0 0 0 0 1 0 24 28 0 0 0 1 54 ------------------------------------------------------------------------------------------------------ Hour Total 0 0 0 0 2 5 10 27 77 92 6 1 0 6 226 16:15 14 0 0 0 0 0 7 0 0 20 3 0 0 0 44 16:30 5 1 0 0 0 0 0 16 0 17 1 0 0 0 40 16:45 0 0 0 1 0 0 4 24 0 11 4 0 0 0 44 17:00 0 2 0 0 1 2 0 16 20 0 2 1 4 3 51 ------------------------------------------------------------------------------------------------------ Hour Total 19 3 0 1 1 2 11 56 20 48 10 1 4 3 179 17:15 0 2 0 0 0 1 3 0 28 36 4 0 0 0 74 17:30 1 0 0 0 0 1 10 0 25 20 1 2 0 0 60 17:45 0 1 0 1 1 0 2 14 10 26 9 0 0 0 64 18:00 0 0 0 0 1 1 4 8 4 26 6 0 0 2 52 ------------------------------------------------------------------------------------------------------ Hour Total 1 3 0 1 2 3 19 22 67 108 20 2 0 2 250 195 Peggy Malone and Associates SPEED SUMMARY Page: 16 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ 18:15 17 0 0 0 0 3 4 0 1 24 5 0 0 1 55 18:30 12 0 0 0 0 1 6 0 7 0 6 0 0 3 35 18:45 12 1 0 0 0 1 0 0 0 20 5 0 0 0 39 19:00 0 0 0 0 0 1 2 15 26 0 5 3 1 3 56 ------------------------------------------------------------------------------------------------------ Hour Total 41 1 0 0 0 6 12 15 34 44 21 3 1 7 185 19:15 0 0 0 0 0 1 4 10 32 28 2 4 1 1 83 19:30 2 0 0 0 0 0 12 16 0 32 1 0 0 0 63 19:45 12 0 0 0 0 3 6 5 8 0 2 0 0 0 36 20:00 5 0 0 0 1 3 2 9 5 11 2 0 0 0 38 ------------------------------------------------------------------------------------------------------ Hour Total 19 0 0 0 1 7 24 40 45 71 7 4 1 1 220 20:15 4 0 0 0 0 2 2 3 16 14 3 0 0 1 45 20:30 2 0 0 0 0 0 0 0 22 16 2 0 0 1 43 20:45 11 0 0 0 1 2 8 4 0 0 2 0 0 0 28 21:00 2 0 0 0 0 0 0 12 11 10 0 0 0 1 36 ------------------------------------------------------------------------------------------------------ Hour Total 19 0 0 0 1 4 10 19 49 40 7 0 0 3 152 21:15 12 0 0 0 0 0 3 0 0 0 0 0 0 2 17 21:30 15 0 0 0 0 1 4 9 7 11 2 0 0 1 50 21:45 1 0 0 0 0 1 0 2 14 1 0 1 0 0 20 22:00 2 0 0 0 0 2 3 0 7 6 2 0 0 0 22 ------------------------------------------------------------------------------------------------------ Hour Total 30 0 0 0 0 4 10 11 28 18 4 1 0 3 109 22:15 6 0 0 0 0 0 0 2 1 4 0 0 0 0 13 22:30 2 0 0 0 0 0 0 5 5 5 2 1 0 0 20 22:45 4 0 0 0 0 0 0 0 1 0 3 1 0 0 9 23:00 1 0 0 0 0 0 0 0 1 5 0 0 0 0 7 ------------------------------------------------------------------------------------------------------ Hour Total 13 0 0 0 0 0 0 7 8 14 5 2 0 0 49 23:15 5 0 0 0 0 0 1 0 0 1 1 1 0 0 9 23:30 2 0 0 0 0 0 0 3 4 4 0 1 0 0 14 23:45 0 0 0 0 0 0 1 4 2 1 0 1 0 0 9 24:00 0 0 0 0 0 1 0 0 4 1 0 3 0 0 9 ------------------------------------------------------------------------------------------------------ Hour Total 7 0 0 0 0 1 2 7 10 7 1 6 0 0 41 ------------------------------------------------------------------------------------------------------ DAY TOTAL 338 12 3 6 15 60 173 449 745 912 181 43 15 45 2997 PERCENTS 11.3% 0.4% 0.1% 0.2% 0.5% 2.0% 5.8% 15.0% 24.9% 30.4% 6.0% 1.4% 0.5% 1.5% 100.0% 196 Peggy Malone and Associates SPEED SUMMARY Page: 17 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ Statistical Information... 15th Percentile Speed 85th Percentile Speed 41.4 mph 54.2 mph Median Speed Average Speed 49.0 mph 48.1 mph 10 MPH Pace Speed Vehicles > 45 MPH 45 mph to 55 mph 1896 912 vehicles in pace 72.5% Representing 34.9% of the total vehicles 197 Peggy Malone and Associates SPEED SUMMARY Page: 18 Thu 5/11/2023 Station #: N WB (O/I) File: D0509002.prn Site ID: 000000008511 Info: 23-146 BE MAX Loc: FRANKLIN TPKE BTW MATTHEW CIR & O BRIANT GPS: 36.66577,-79.41520 Direction: WEST Lane: 2 TIME 10 15 20 25 30 35 40 45 50 55 60 65 70 250 Total ------------------------------------------------------------------------------------------------------ =================================================================================================================== GRAND TOTAL 622 11 39 328 1558 392 21 20 17 108 794 1807 63 105 5885 PERCENTS 10.6% 0.3% 0.2% 0.3% 0.7% 1.8% 5.6% 13.5% 26.5% 30.7% 6.7% 1.1% 0.4% 1.8% 100.0% 198 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B-3 2023 EXISTING SYNCHRO AND SIMTRAFFIC REPORTS 199 1 1 PLANNING FOR PERFORMANCE Approach Movement Storage Taper Effective Storage Existing AM Existing PM LOS Delay (sec) Max Queue (feet) LOS Delay (sec) Max Queue (feet) 1. Franklin Turnpike/Hunting Hills Road Unsignalized Hunting Hills Road WBL/R - - - B 13.0 70 B 12.8 53 Franklin Turnpike NBT - - - A 0.0 5 A 0.0 0 NBT/R - - - A 0.0 0 A 0.0 0 Franklin Turnpike SBL 100 100 150 A 8.0 9 A 8.3 25 SBT - - - A 0.0 19 A 0.0 0 2. Franklin Turnpike/Golf Club Road Unsignalized Golf Club Road EBL/R - - - B 13.3 121 B 10.8 101 Franklin Turnpike NBL 200 200 300 A 9.3 77 A 8.4 74 NBT - - - A 0.0 0 A 0.0 0 Franklin Turnpike SBT - - - A 0.0 0 A 0.0 0 SBT/R - - - A 0.0 2 A 0.0 0 3. Franklin Turnpike/Mt Hermon Circle (north) Unsignalized Mt Hermon Circle WBL/R - - - B 13.6 69 C 15.4 87 Franklin Turnpike NBT 75 0 75 A 0.0 3 A 0.0 9 NBT/R 75 0 75 A 0.0 0 A 0.0 7 Franklin Turnpike SBL 200 200 300 A 8.4 54 A 9.3 41 SBT - - - A 0.0 0 A 0.0 0 4. Franklin Turnpike/Oak Forest Circle Unsignalized Oak Forest Circle EBL/R - - - B 13.3 52 B 11.1 45 Franklin Turnpike NBL 200 200 300 B 13.3 21 A 8.3 31 NBT - - - A 0.0 0 A 0.0 0 Franklin Turnpike SBT 75 0 75 A 0.0 3 A 0.0 0 SBT/R 75 0 75 A 0.0 0 A 0.0 0 5. Franklin Turnpike/Mt Hermon Circle (south) Unsignalized Mt Hermon Circle WBL/R - - - C 15.0 66 C 16.3 75 Franklin Turnpike NBT - - - A 0.0 0 A 0.0 0 NBT/R - - - A 0.0 0 A 0.0 0 Franklin Turnpike SBL 200 200 300 A 8.4 30 A 9.2 22 SBT - - - A 0.0 0 A 0.0 0 Approach Movement Storage Taper Effective Storage Existing AM Existing PM LOS Delay (sec) Max Queue (feet) LOS Delay (sec) Max Queue (feet) 6. Franklin Turnpike/Ridgecrest Drive Unsignalized Ridgecrest Drive EBL/T/R - - - E 40.1 104 C 19.9 76 Business WBL/T 50 0 50 A 0.0 0 D 34.2 31 WBR 50 0 50 A 0.0 0 A 0.0 0 Franklin Turnpike NBL 200 200 300 A 9.6 28 A 8.7 46 NBT - - - A 0.0 23 A 0.0 0 NBR 50 100 100 A 0.0 3 A 0.0 0 Franklin Turnpike SBL 200 200 300 A 0.0 0 A 0.0 0 SBT - - - A 0.0 14 A 0.0 0 SBT/R - - - A 0.0 23 A 0.0 0 7. Franklin Turnpike/Jeanette Drive Unsignalized Jeanette Drive EBL/R - - - C 19.3 131 C 15.6 85 Franklin Turnpike NBL 200 200 300 A 9.9 44 A 9.1 67 NBT - - - A 0.0 0 A 0.0 0 Franklin Turnpike SBT - - - A 0.0 0 A 0.0 0 SBT/R - - - A 0.0 0 A 0.0 13 8. Franklin Turnpike/Eagle Lane Unsignalized Eagle Lane WBL/R - - - B 12.3 59 C 15.8 40 Franklin Turnpike NBT - - - A 0.0 15 A 0.0 0 NBT/R - - - A 0.0 20 A 0.0 0 Franklin Turnpike SBL 200 200 300 A 8.5 25 A 9.9 33 SBT - - - A 0.0 57 A 0.0 0 9. Franklin Turnpike/Afton Road Unsignalized Access EBL/T/R - - - C 19.3 65 C 17.9 48 Afton Road WBL/T/R - - - C 19.0 58 E 35.7 52 Franklin Turnpike NBL 200 200 300 B 10.2 40 A 8.8 6 NBT - - - A 0.0 18 A 0.0 0 NBT/R - - - A 0.0 17 A 0.0 0 Franklin Turnpike SBL 200 200 300 A 8.6 30 B 10.6 35 SBT - - - A 0.0 31 A 0.0 0 SBT/R - - - A 0.0 40 A 0.0 0 200 Approach Movement Storage Taper Effective Storage Existing AM Existing PM LOS Delay (sec) Max Queue (feet) LOS Delay (sec) Max Queue (feet) 10. Franklin Turnpike/Orphanage Road/Turnpike Townhomes Unsignalized Orphanage Road EBL/T/R - - - E 39.1 110 F 89.9 162 Townhomes WBL/T/R - - - C 24.7 57 F 64.3 52 Franklin Turnpike NBL 200 200 300 B 10.5 57 A 9.2 50 NBT - - - A 0.0 21 A 0.0 21 NBT/R - - - A 0.0 13 A 0.0 24 Franklin Turnpike SBL 200 200 300 A 8.0 14 B 10.1 20 SBT - - - A 0.0 36 A 0.0 13 SBT/R - - - A 0.0 48 A 0.0 23 201 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX 2023 EXISTING CONDITIONS SYNCHRO REPORTS 202 HCM 6th TWSC 1: Franklin Turnpike & Hunting Hills Road 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 62 8 267 48 2 440 Future Vol, veh/h 62 8 267 48 2 440 Conflicting Peds, #/hr 1 1 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 5 13 3 4 0 1 Mvmt Flow 74 10 318 57 2 524 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 615 190 0 0 376 0 Stage 1 348 - - - - - Stage 2 267 - - - - - Critical Hdwy 6.9 7.16 - - 4.1 - Critical Hdwy Stg 1 5.9 - - - - - Critical Hdwy Stg 2 5.9 - - - - - Follow-up Hdwy 3.55 3.43 - - 2.2 - Pot Cap-1 Maneuver 416 786 - - 1194 - Stage 1 677 - - - - - Stage 2 745 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 414 785 - - 1193 - Mov Cap-2 Maneuver 511 - - - - - Stage 1 676 - - - - - Stage 2 743 - - - - - Approach WB NB SB HCM Control Delay, s 13 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 532 1193 - HCM Lane V/C Ratio - - 0.157 0.002 - HCM Control Delay (s) - - 13 8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.6 0 - 203 HCM 6th TWSC 2: Franklin Turnpike & Golf Club Road 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 21 138 95 317 511 8 Future Vol, veh/h 21 138 95 317 511 8 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 5 0 5 4 2 0 Mvmt Flow 24 159 109 364 587 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 992 298 596 0 - 0 Stage 1 592 - - - - - Stage 2 400 - - - - - Critical Hdwy 6.9 6.9 4.2 - - - Critical Hdwy Stg 1 5.9 - - - - - Critical Hdwy Stg 2 5.9 - - - - - Follow-up Hdwy 3.55 3.3 2.25 - - - Pot Cap-1 Maneuver 237 704 956 - - - Stage 1 507 - - - - - Stage 2 637 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 210 704 956 - - - Mov Cap-2 Maneuver 332 - - - - - Stage 1 449 - - - - - Stage 2 637 - - - - - Approach EB NB SB HCM Control Delay, s 13.3 2.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 956 - 613 - - HCM Lane V/C Ratio 0.114 - 0.298 - - HCM Control Delay (s) 9.3 - 13.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.4 - 1.2 - - 204 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 48 40 363 26 47 612 Future Vol, veh/h 48 40 363 26 47 612 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 3 4 19 4 2 Mvmt Flow 54 45 408 29 53 688 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 873 219 0 0 437 0 Stage 1 423 - - - - - Stage 2 450 - - - - - Critical Hdwy 6.84 6.96 - - 4.18 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.33 - - 2.24 - Pot Cap-1 Maneuver 289 782 - - 1105 - Stage 1 629 - - - - - Stage 2 609 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 275 782 - - 1105 - Mov Cap-2 Maneuver 401 - - - - - Stage 1 629 - - - - - Stage 2 580 - - - - - Approach WB NB SB HCM Control Delay, s 13.6 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 515 1105 - HCM Lane V/C Ratio - - 0.192 0.048 - HCM Control Delay (s) - - 13.6 8.4 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.7 0.1 - 205 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 10 1 380 673 2 Future Vol, veh/h 7 10 1 380 673 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 14 10 100 5 2 0 Mvmt Flow 8 11 1 418 740 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 952 371 742 0 - 0 Stage 1 741 - - - - - Stage 2 211 - - - - - Critical Hdwy 7.08 7.1 6.1 - - - Critical Hdwy Stg 1 6.08 - - - - - Critical Hdwy Stg 2 6.08 - - - - - Follow-up Hdwy 3.64 3.4 3.2 - - - Pot Cap-1 Maneuver 237 604 437 - - - Stage 1 402 - - - - - Stage 2 769 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 237 604 437 - - - Mov Cap-2 Maneuver 331 - - - - - Stage 1 401 - - - - - Stage 2 769 - - - - - Approach EB NB SB HCM Control Delay, s 13.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 437 - 451 - - HCM Lane V/C Ratio 0.003 - 0.041 - - HCM Control Delay (s) 13.3 - 13.3 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 206 HCM 6th TWSC 5: Franklin Turnpike & Mt Hermon Circle S 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 53 6 407 43 5 678 Future Vol, veh/h 53 6 407 43 5 678 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 0 5 0 0 2 Mvmt Flow 61 7 468 49 6 779 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 895 259 0 0 517 0 Stage 1 493 - - - - - Stage 2 402 - - - - - Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 284 746 - - 1059 - Stage 1 585 - - - - - Stage 2 650 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 282 746 - - 1059 - Mov Cap-2 Maneuver 408 - - - - - Stage 1 585 - - - - - Stage 2 646 - - - - - Approach WB NB SB HCM Control Delay, s 15 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 428 1059 - HCM Lane V/C Ratio - - 0.158 0.005 - HCM Control Delay (s) - - 15 8.4 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.6 0 - 207 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 68 1 53 0 0 0 14 377 5 0 708 19 Future Vol, veh/h 68 1 53 0 0 0 14 377 5 0 708 19 Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 300 - 100 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0 0 0 0 0 0 5 0 0 2 11 Mvmt Flow 80 1 62 0 0 0 16 444 6 0 833 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1100 1328 430 897 1333 226 855 0 0 452 0 0 Stage 1 844 844 - 478 478 - - - - - - - Stage 2 256 484 - 419 855 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 169 157 579 238 155 783 793 - - 1119 - - Stage 1 328 382 - 543 559 - - - - - - - Stage 2 732 555 - 588 378 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 166 154 578 207 152 780 793 - - 1117 - - Mov Cap-2 Maneuver 166 154 - 207 152 - - - - - - - Stage 1 321 382 - 531 547 - - - - - - - Stage 2 716 543 - 522 378 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 40.1 0 0.3 0 HCM LOS E A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 793 - - 240 - - 1117 - - HCM Lane V/C Ratio 0.021 - - 0.598 - - - - - HCM Control Delay (s) 9.6 - - 40.1 0 0 0 - - HCM Lane LOS A - - E A A A - - HCM 95th %tile Q(veh) 0.1 - - 3.5 - - 0 - - 208 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 7 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 59 106 21 321 731 28 Future Vol, veh/h 59 106 21 321 731 28 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 5 3 5 5 1 11 Mvmt Flow 66 119 24 361 821 31 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1066 426 852 0 - 0 Stage 1 837 - - - - - Stage 2 229 - - - - - Critical Hdwy 6.9 6.96 4.2 - - - Critical Hdwy Stg 1 5.9 - - - - - Critical Hdwy Stg 2 5.9 - - - - - Follow-up Hdwy 3.55 3.33 2.25 - - - Pot Cap-1 Maneuver 212 574 764 - - - Stage 1 378 - - - - - Stage 2 778 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 205 574 764 - - - Mov Cap-2 Maneuver 302 - - - - - Stage 1 366 - - - - - Stage 2 778 - - - - - Approach EB NB SB HCM Control Delay, s 19.3 0.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 764 - 434 - - HCM Lane V/C Ratio 0.031 - 0.427 - - HCM Control Delay (s) 9.9 - 19.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 2.1 - - 209 HCM 6th TWSC 8: Franklin Turnpike & Eagle Lane 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 8 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 8 330 6 5 819 Future Vol, veh/h 9 8 330 6 5 819 Conflicting Peds, #/hr 4 3 0 4 3 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 11 13 4 33 20 2 Mvmt Flow 10 9 375 7 6 931 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 865 198 0 0 386 0 Stage 1 383 - - - - - Stage 2 482 - - - - - Critical Hdwy 7.02 7.16 - - 4.5 - Critical Hdwy Stg 1 6.02 - - - - - Critical Hdwy Stg 2 6.02 - - - - - Follow-up Hdwy 3.61 3.43 - - 2.4 - Pot Cap-1 Maneuver 276 777 - - 1050 - Stage 1 633 - - - - - Stage 2 562 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 272 772 - - 1046 - Mov Cap-2 Maneuver 393 - - - - - Stage 1 630 - - - - - Stage 2 556 - - - - - Approach WB NB SB HCM Control Delay, s 12.3 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 511 1046 - HCM Lane V/C Ratio - - 0.038 0.005 - HCM Control Delay (s) - - 12.3 8.5 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 210 HCM 6th TWSC 9: Franklin Turnpike & Access/Afton Road 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 9 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 15 22 0 13 26 341 10 4 835 1 Future Vol, veh/h 3 0 15 22 0 13 26 341 10 4 835 1 Conflicting Peds, #/hr 5 0 5 1 0 1 5 0 1 1 0 5 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 67 0 13 0 0 8 4 3 0 25 1 0 Mvmt Flow 3 0 16 24 0 14 29 375 11 4 918 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1183 1377 470 912 1372 199 924 0 0 387 0 0 Stage 1 932 932 - 440 440 - - - - - - - Stage 2 251 445 - 472 932 - - - - - - - Critical Hdwy 8.84 6.5 7.16 7.5 6.5 7.06 4.18 - - 4.6 - - Critical Hdwy Stg 1 7.84 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 7.84 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 4.17 4 3.43 3.5 4 3.38 2.24 - - 2.45 - - Pot Cap-1 Maneuver 87 146 511 232 147 790 723 - - 1019 - - Stage 1 185 348 - 571 581 - - - - - - - Stage 2 576 578 - 547 348 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 82 139 506 216 140 785 720 - - 1018 - - Mov Cap-2 Maneuver 82 139 - 216 140 - - - - - - - Stage 1 177 345 - 548 557 - - - - - - - Stage 2 540 554 - 525 345 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.3 19 0.7 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 720 - - 272 296 1018 - - HCM Lane V/C Ratio 0.04 - - 0.073 0.13 0.004 - - HCM Control Delay (s) 10.2 - - 19.3 19 8.6 - - HCM Lane LOS B - - C C A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.4 0 - - 211 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 10/27/2023 Existing AM FranklinPipeline Synchro 11 Report EPRpc Page 10 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 56 1 43 33 4 7 37 345 20 3 824 59 Future Vol, veh/h 56 1 43 33 4 7 37 345 20 3 824 59 Conflicting Peds, #/hr 0 0 0 3 0 3 0 0 3 3 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 4 0 9 0 0 0 11 5 0 0 2 2 Mvmt Flow 58 1 44 34 4 7 38 356 21 3 849 61 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1145 1342 458 880 1362 195 910 0 0 380 0 0 Stage 1 886 886 - 446 446 - - - - - - - Stage 2 259 456 - 434 916 - - - - - - - Critical Hdwy 7.58 6.5 7.08 7.5 6.5 6.9 4.32 - - 4.1 - - Critical Hdwy Stg 1 6.58 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.58 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.54 4 3.39 3.5 4 3.3 2.31 - - 2.2 - - Pot Cap-1 Maneuver 152 154 531 245 149 820 690 - - 1190 - - Stage 1 302 365 - 567 577 - - - - - - - Stage 2 718 572 - 576 354 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 140 145 529 212 140 815 690 - - 1187 - - Mov Cap-2 Maneuver 140 145 - 212 140 - - - - - - - Stage 1 285 364 - 534 544 - - - - - - - Stage 2 665 539 - 523 353 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 39.1 24.7 1 0 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 690 - - 205 228 1187 - - HCM Lane V/C Ratio 0.055 - - 0.503 0.199 0.003 - - HCM Control Delay (s) 10.5 - - 39.1 24.7 8 - - HCM Lane LOS B - - E C A - - HCM 95th %tile Q(veh) 0.2 - - 2.5 0.7 0 - - 212 HCM 6th TWSC 1: Franklin Turnpike & Hunting Hills Road 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 60 1 372 61 4 199 Future Vol, veh/h 60 1 372 61 4 199 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 150 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 0 1 2 0 0 Mvmt Flow 66 1 409 67 4 219 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 561 238 0 0 476 0 Stage 1 443 - - - - - Stage 2 118 - - - - - Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 462 769 - - 1097 - Stage 1 620 - - - - - Stage 2 900 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 460 769 - - 1097 - Mov Cap-2 Maneuver 527 - - - - - Stage 1 620 - - - - - Stage 2 896 - - - - - Approach WB NB SB HCM Control Delay, s 12.8 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 530 1097 - HCM Lane V/C Ratio - - 0.126 0.004 - HCM Control Delay (s) - - 12.8 8.3 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.4 0 - 213 HCM 6th TWSC 2: Franklin Turnpike & Golf Club Road 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 3.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 145 195 418 241 12 Future Vol, veh/h 11 145 195 418 241 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 0 1 1 1 1 0 Mvmt Flow 12 161 217 464 268 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 941 141 281 0 - 0 Stage 1 275 - - - - - Stage 2 666 - - - - - Critical Hdwy 6.8 6.92 4.12 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.31 2.21 - - - Pot Cap-1 Maneuver 265 884 1286 - - - Stage 1 753 - - - - - Stage 2 478 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 220 884 1286 - - - Mov Cap-2 Maneuver 345 - - - - - Stage 1 626 - - - - - Stage 2 478 - - - - - Approach EB NB SB HCM Control Delay, s 10.8 2.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1286 - 796 - - HCM Lane V/C Ratio 0.168 - 0.218 - - HCM Control Delay (s) 8.4 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.6 - 0.8 - - 214 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 43 34 569 68 43 356 Future Vol, veh/h 43 34 569 68 43 356 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 5 0 1 0 0 1 Mvmt Flow 49 39 647 77 49 405 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 987 362 0 0 724 0 Stage 1 686 - - - - - Stage 2 301 - - - - - Critical Hdwy 6.9 6.9 - - 4.1 - Critical Hdwy Stg 1 5.9 - - - - - Critical Hdwy Stg 2 5.9 - - - - - Follow-up Hdwy 3.55 3.3 - - 2.2 - Pot Cap-1 Maneuver 239 641 - - 888 - Stage 1 453 - - - - - Stage 2 716 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 226 641 - - 888 - Mov Cap-2 Maneuver 344 - - - - - Stage 1 453 - - - - - Stage 2 677 - - - - - Approach WB NB SB HCM Control Delay, s 15.4 0 1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 432 888 - HCM Lane V/C Ratio - - 0.203 0.055 - HCM Control Delay (s) - - 15.4 9.3 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.7 0.2 - 215 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 19 16 627 396 12 Future Vol, veh/h 9 19 16 627 396 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 10 21 18 697 440 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 832 227 453 0 - 0 Stage 1 447 - - - - - Stage 2 385 - - - - - Critical Hdwy 6.8 6.9 4.1 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 312 782 1118 - - - Stage 1 617 - - - - - Stage 2 663 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 307 782 1118 - - - Mov Cap-2 Maneuver 429 - - - - - Stage 1 607 - - - - - Stage 2 663 - - - - - Approach EB NB SB HCM Control Delay, s 11.1 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1118 - 618 - - HCM Lane V/C Ratio 0.016 - 0.05 - - HCM Control Delay (s) 8.3 - 11.1 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.2 - - 216 HCM 6th TWSC 5: Franklin Turnpike & Mt Hermon Circle S 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 50 10 662 50 3 486 Future Vol, veh/h 50 10 662 50 3 486 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 0 1 0 0 1 Mvmt Flow 53 11 697 53 3 512 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 986 375 0 0 750 0 Stage 1 724 - - - - - Stage 2 262 - - - - - Critical Hdwy 6.84 6.9 - - 4.1 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.3 - - 2.2 - Pot Cap-1 Maneuver 245 628 - - 868 - Stage 1 441 - - - - - Stage 2 758 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 244 628 - - 868 - Mov Cap-2 Maneuver 353 - - - - - Stage 1 441 - - - - - Stage 2 756 - - - - - Approach WB NB SB HCM Control Delay, s 16.3 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 381 868 - HCM Lane V/C Ratio - - 0.166 0.004 - HCM Control Delay (s) - - 16.3 9.2 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.6 0 - 217 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 0 39 7 0 0 45 756 1 0 476 36 Future Vol, veh/h 26 0 39 7 0 0 45 756 1 0 476 36 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - 0 300 - 100 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 4 0 3 0 0 0 0 1 0 0 1 0 Mvmt Flow 29 0 43 8 0 0 49 831 1 0 523 40 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1057 1473 282 1191 1492 416 563 0 0 832 0 0 Stage 1 543 543 - 929 929 - - - - - - - Stage 2 514 930 - 262 563 - - - - - - - Critical Hdwy 7.58 6.5 6.96 7.5 6.5 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.58 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.58 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.54 4 3.33 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 177 128 712 145 125 591 1019 - - 809 - - Stage 1 486 523 - 292 349 - - - - - - - Stage 2 506 349 - 726 512 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 170 122 712 131 119 591 1019 - - 809 - - Mov Cap-2 Maneuver 170 122 - 131 119 - - - - - - - Stage 1 463 523 - 278 332 - - - - - - - Stage 2 482 332 - 682 512 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.9 34.2 0.5 0 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1019 - - 313 131 - 809 - - HCM Lane V/C Ratio 0.049 - - 0.228 0.059 - - - - HCM Control Delay (s) 8.7 - - 19.9 34.2 0 0 - - HCM Lane LOS A - - C D A A - - HCM 95th %tile Q(veh) 0.2 - - 0.9 0.2 - 0 - - 218 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 7 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 39 51 105 756 472 50 Future Vol, veh/h 39 51 105 756 472 50 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 0 0 1 1 1 0 Mvmt Flow 43 57 117 840 524 56 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1206 290 580 0 - 0 Stage 1 552 - - - - - Stage 2 654 - - - - - Critical Hdwy 6.8 6.9 4.12 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 2.21 - - - Pot Cap-1 Maneuver 179 713 997 - - - Stage 1 546 - - - - - Stage 2 485 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 158 713 997 - - - Mov Cap-2 Maneuver 293 - - - - - Stage 1 482 - - - - - Stage 2 485 - - - - - Approach EB NB SB HCM Control Delay, s 15.6 1.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 997 - 440 - - HCM Lane V/C Ratio 0.117 - 0.227 - - HCM Control Delay (s) 9.1 - 15.6 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.4 - 0.9 - - 219 HCM 6th TWSC 8: Franklin Turnpike & Eagle Lane 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 8 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 7 844 11 4 570 Future Vol, veh/h 9 7 844 11 4 570 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 0 1 9 0 1 Mvmt Flow 10 8 927 12 4 626 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1254 470 0 0 939 0 Stage 1 933 - - - - - Stage 2 321 - - - - - Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 167 545 - - 738 - Stage 1 348 - - - - - Stage 2 714 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 166 545 - - 738 - Mov Cap-2 Maneuver 276 - - - - - Stage 1 348 - - - - - Stage 2 710 - - - - - Approach WB NB SB HCM Control Delay, s 15.8 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 352 738 - HCM Lane V/C Ratio - - 0.05 0.006 - HCM Control Delay (s) - - 15.8 9.9 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.2 0 - 220 HCM 6th TWSC 9: Franklin Turnpike & Access/Afton Road 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 9 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 1 16 15 0 6 1 856 33 10 585 0 Future Vol, veh/h 7 1 16 15 0 6 1 856 33 10 585 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0 0 7 0 0 0 1 0 10 1 0 Mvmt Flow 8 1 18 16 0 7 1 941 36 11 643 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1138 1644 322 1305 1626 489 643 0 0 977 0 0 Stage 1 665 665 - 961 961 - - - - - - - Stage 2 473 979 - 344 665 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.64 6.5 6.9 4.1 - - 4.3 - - Critical Hdwy Stg 1 6.5 5.5 - 6.64 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.64 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.57 4 3.3 2.2 - - 2.3 - - Pot Cap-1 Maneuver 159 101 680 113 103 530 951 - - 655 - - Stage 1 420 461 - 266 337 - - - - - - - Stage 2 546 331 - 631 461 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 155 99 680 108 101 530 951 - - 655 - - Mov Cap-2 Maneuver 155 99 - 108 101 - - - - - - - Stage 1 420 453 - 266 337 - - - - - - - Stage 2 539 331 - 603 453 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.9 35.7 0 0.2 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 951 - - 305 140 655 - - HCM Lane V/C Ratio 0.001 - - 0.086 0.165 0.017 - - HCM Control Delay (s) 8.8 - - 17.9 35.7 10.6 - - HCM Lane LOS A - - C E B - - HCM 95th %tile Q(veh) 0 - - 0.3 0.6 0.1 - - 221 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 10/27/2023 Existing PM FranklinPipeline Synchro 11 Report EPRpc Page 10 Intersection Int Delay, s/veh 9.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 79 3 72 19 1 2 73 845 32 4 530 68 Future Vol, veh/h 79 3 72 19 1 2 73 845 32 4 530 68 Conflicting Peds, #/hr 0 0 4 4 0 0 4 0 4 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 0 0 0 0 0 0 0 1 6 0 1 2 Mvmt Flow 87 3 79 21 1 2 80 929 35 4 582 75 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1257 1760 337 1416 1780 486 661 0 0 968 0 0 Stage 1 632 632 - 1111 1111 - - - - - - - Stage 2 625 1128 - 305 669 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 130 85 665 99 83 533 937 - - 720 - - Stage 1 440 477 - 226 287 - - - - - - - Stage 2 444 282 - 685 459 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 119 77 660 78 75 531 933 - - 717 - - Mov Cap-2 Maneuver 119 77 - 78 75 - - - - - - - Stage 1 401 472 - 206 261 - - - - - - - Stage 2 403 257 - 593 454 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 89.9 64.3 0.7 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 933 - - 190 84 717 - - HCM Lane V/C Ratio 0.086 - - 0.891 0.288 0.006 - - HCM Control Delay (s) 9.2 - - 89.9 64.3 10.1 - - HCM Lane LOS A - - F F B - - HCM 95th %tile Q(veh) 0.3 - - 6.8 1.1 0 - - 222 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX 2023 EXISTING CONDITIONS SIMTRAFFIC REPORTS 223 Queuing and Blocking Report Baseline 10/27/2023 Existing AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 1: Franklin Turnpike & Hunting Hills Road Movement WB NB SB SB Directions Served LR T L T Maximum Queue (ft) 70 5 9 19 Average Queue (ft) 31 0 0 0 95th Queue (ft) 56 3 6 6 Link Distance (ft) 1078 493 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Franklin Turnpike & Golf Club Road Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 121 77 2 Average Queue (ft) 47 26 0 95th Queue (ft) 85 59 2 Link Distance (ft) 789 493 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB SB Directions Served LR T L Maximum Queue (ft) 69 3 54 Average Queue (ft) 35 0 11 95th Queue (ft) 57 3 37 Link Distance (ft) 946 58 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 224 Queuing and Blocking Report Baseline 10/27/2023 Existing AM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB NB SB Directions Served LR L T Maximum Queue (ft) 52 21 3 Average Queue (ft) 15 1 0 95th Queue (ft) 42 13 2 Link Distance (ft) 892 58 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Franklin Turnpike & Mt Hermon Circle S Movement WB SB Directions Served LR L Maximum Queue (ft) 66 30 Average Queue (ft) 30 2 95th Queue (ft) 55 13 Link Distance (ft) 874 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB NB NB NB NB SB SB Directions Served LTR L T T R T TR Maximum Queue (ft) 104 28 5 23 3 14 23 Average Queue (ft) 46 4 0 1 0 1 1 95th Queue (ft) 79 18 5 11 3 8 11 Link Distance (ft) 595 929 929 1028 1028 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) Queuing Penalty (veh) 225 Queuing and Blocking Report Baseline 10/27/2023 Existing AM FranklinPipeline SimTraffic Report EPRpc Page 3 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB Directions Served LR L Maximum Queue (ft) 131 44 Average Queue (ft) 55 8 95th Queue (ft) 97 31 Link Distance (ft) 582 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Franklin Turnpike & Eagle Lane Movement WB NB NB SB SB SB Directions Served LR T TR L T T Maximum Queue (ft) 59 15 20 25 32 57 Average Queue (ft) 16 1 1 1 1 3 95th Queue (ft) 47 7 9 11 13 21 Link Distance (ft) 986 2484 2484 2774 2774 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Franklin Turnpike & Access/Afton Road Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 65 58 40 18 17 30 31 40 Average Queue (ft) 13 21 9 1 0 1 1 4 95th Queue (ft) 43 49 30 8 7 14 13 24 Link Distance (ft) 508 745 1072 1072 2484 2484 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) 226 Queuing and Blocking Report Baseline 10/27/2023 Existing AM FranklinPipeline SimTraffic Report EPRpc Page 4 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 110 57 57 21 13 14 36 48 Average Queue (ft) 37 26 12 1 1 1 1 2 95th Queue (ft) 78 50 37 10 8 6 14 20 Link Distance (ft) 909 377 1232 1232 1072 1072 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Bend Movement NW Directions Served T Maximum Queue (ft) 5 Average Queue (ft) 0 95th Queue (ft) 5 Link Distance (ft) 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 227 Queuing and Blocking Report Baseline 10/27/2023 Existing PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 1: Franklin Turnpike & Hunting Hills Road Movement WB SB Directions Served LR L Maximum Queue (ft) 53 25 Average Queue (ft) 23 1 95th Queue (ft) 44 11 Link Distance (ft) 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Franklin Turnpike & Golf Club Road Movement EB NB Directions Served LR L Maximum Queue (ft) 101 74 Average Queue (ft) 42 25 95th Queue (ft) 72 57 Link Distance (ft) 789 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB NB SB Directions Served LR T TR L Maximum Queue (ft) 87 9 7 41 Average Queue (ft) 35 0 0 13 95th Queue (ft) 65 6 4 38 Link Distance (ft) 946 58 58 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 228 Queuing and Blocking Report Baseline 10/27/2023 Existing PM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB NB Directions Served LR L Maximum Queue (ft) 45 31 Average Queue (ft) 19 4 95th Queue (ft) 43 20 Link Distance (ft) 892 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Franklin Turnpike & Mt Hermon Circle S Movement WB SB Directions Served LR L Maximum Queue (ft) 75 22 Average Queue (ft) 32 1 95th Queue (ft) 61 9 Link Distance (ft) 874 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB WB NB Directions Served LTR LT L Maximum Queue (ft) 76 31 46 Average Queue (ft) 31 6 11 95th Queue (ft) 59 23 35 Link Distance (ft) 595 210 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 229 Queuing and Blocking Report Baseline 10/27/2023 Existing PM FranklinPipeline SimTraffic Report EPRpc Page 3 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 85 67 13 Average Queue (ft) 37 24 0 95th Queue (ft) 63 54 5 Link Distance (ft) 582 929 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Franklin Turnpike & Eagle Lane Movement WB SB Directions Served LR L Maximum Queue (ft) 40 33 Average Queue (ft) 14 2 95th Queue (ft) 40 15 Link Distance (ft) 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Franklin Turnpike & Access/Afton Road Movement EB WB NB SB Directions Served LTR LTR L L Maximum Queue (ft) 48 52 6 35 Average Queue (ft) 16 16 0 4 95th Queue (ft) 39 43 3 20 Link Distance (ft) 508 745 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) 230 Queuing and Blocking Report Baseline 10/27/2023 Existing PM FranklinPipeline SimTraffic Report EPRpc Page 4 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 162 52 50 21 24 20 13 23 Average Queue (ft) 57 16 18 1 1 1 0 1 95th Queue (ft) 121 45 40 9 10 9 6 11 Link Distance (ft) 909 377 1232 1232 1072 1072 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 231 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B-4 CRASH DIAGRAMS 232 Drawing is not to scale. Out of Control Vehicle Path Le�Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same Direc�on CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: TO NORTH K. Fatal Franklin Turnpike and Huntington Hills Intersection Hunting Hills RdFr a n k l i n T u r n p i k e Mount Hermon Baptist Church Personal DrivewayDanville, VA 04/01/2018 03/31/2023 233 Drawing is not to scale. Out of Control Vehicle Path LeŌ Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same DirecƟon CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: Danville, VA 04/01/2018 TO 03/31/2023 NORTH K. Fatal 234 Drawing is not to scale. Out of Control Vehicle Path LeŌ Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same DirecƟon CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: Danville, VA 04/01/2018 TO 03/31/2023 NORTH Franklin Turnpike and Mount Hermon Cir Intersection K. Fatal A p p l e Mar k e tShell First National Bank Mama Possum’ s Meat MarketH om e Home Home Mount Her m o n Circle Oak For est Cir cleXFr a n k l i n T u r n p i k e 235 Drawing is not to scale. Out of Control Vehicle Path Le�Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same Direc�on CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: Danville, VA 04/01/2018 TO 03/31/2023 NORTH Franklin Turnpike and Tuscarora Village Shopping Center Intersection, South Entrance K. Fatal Home Li n g e r i e S t o r e Tuscar or a Villa g e S h o p pi n g C e nt erFuneral ServicesFamily Dollar Home F r a n k l i n T u r n p i k e 236 Drawing is not to scale. Out of Control Vehicle Path Le�Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same Direc�on CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: TO NORTH K. Fatal Danville, VA Franklin Turnpike and Ridgecrest Dr Intersection 04/01/2018 03/31/2023 Matthew C i r Ridgecrest Dr Valley S ta r Christ Episcopal ChurchResidenceFranklin Tur npi keX 237 Drawing is not to scale. Out of Control Vehicle Path LeŌ Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same DirecƟon CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: Danville, VA 04/01/2018 TO 03/31/2023 NORTH Franklin Turnpike and Jeanette Dr Intersection K. Fatal Jeanette Dr x2 Swanson A v e Serious N u t ri ti o n Solution s Home E x xon Earl Wya tt B uil di n g C o m p a n y HomeHomeHome HomeFr an k l in T u r np i k e 238 Drawing is not to scale. Out of Control Vehicle Path Le�Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same Direc�on CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: TO NORTH K. Fatal Danville, VA Franklin Turnpike and Mount Hermon Cir South Enterance 04/01/2018 03/31/2023 M o u n t H erm on CirFr ankli n Turnpi keTireWorxMt Hermon Animal Medical CenterOakes Memor ia ls & S ignsRes id ence ResidenceResi d e n c e Residencex2Wilson Law & Garden Residence Residence 239 Drawing is not to scale. Out of Control Vehicle Path Le�Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same Direc�on CRASH LEGEND Other Fixed Object off Road Pedestrian X P A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type XCOLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: TO NORTH K. Fatal Danville, VA Franklin Turnpike and Afton Rd Intersection 04/01/2018 03/31/2023 A fto n R d Fr a n klin T u rn pik e Residen c e Reside nce Residen c e ResidencePersonal Driveway P e rs o n al Driveway240 Drawing is not to scale. Out of Control Vehicle Path Le�Turn Collision Right Angle Collision Rear End Collision Head On Collision Sideswipe - Same Direc�on CRASH LEGEND Other Fixed Object off Road Pedestrian A. Severe B. Visible C. Non-visible O. Property Damage Only Injury Type COLLISION DIAGRAM LOCALITY: LOCATION: PERIOD: Danville, VA 04/01/2018 TO 03/31/2023 NORTH Franklin Turnpike and Orphanage Rd Intersection P X XOrphana g e R d Fr a n k l i n T u r n p i k e River City Salon N e w Y o r k C i t y Pi z z e r i a x4 K. Fatal La u n d r y La n d 241 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B-5 TRANSIT PROPENSITY ANALYSIS 242 1 1 TBD 2024 PLANNING FOR PERFORMANCE Transit Propensity Analysis The study team analyzed the 2010 census data to examine the propensity for transit services along and near the LY09 study area. Population Density The figure to the right shows the 2010 population density of Census block groups within a one-mile buffer of the study area. A general rule of thumb is that areas with population densities above 2,000 persons per square mile may be able to sustain frequent daily fixed route bus service. Areas with population densities below 2,000 persons per square mile are usually better suited for deviated fixed-route, flex schedule, or dial-a-ride service. The Census block groups within one mile of the LY09 Project Pipeline study area with a population density above 2,000 persons per square mile are concentrated at the southern end of the study area. These areas also lie within 0.75 miles of the existing Danville Transit routes # 1 and #4 which serve Piney Forest Road shown below. Danville Area Transit System Map Population Density 243 The figure to the right shows the 2010 employment density of Census block groups within a one-mile buffer of the study area. Similar to population density, a general rule of thumb is that areas with employment densities above 2,000 jobs per square mile may be able to sustain frequent daily fixed route bus service. The Census block groups within the LY09 Project Pipeline study area are all less than 2,000 jobs per square mile. Transit Propensity and TDM Conclusions Based on the population and employment density results, the study team concluded that the demographic and land use analysis does not identify the LY09 Project Pipeline study area as a need for transit service and that the existing Danville Transit routes meet the Transit Access and Transit Access for Equity Emphasis Areas needs. Similar to the Transit Access and Transit Access for Equity Emphasis Areas needs, the population density paired with the lack of congestion on VA 41 does not indicate a need for additional Travel Demand Management and the RIDE Solutions agency services currently meet the need. Employment Density 244 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B-6 PHASE 1 EXECUTIVE SUMMARY 245 LY09 | VA 41 (FRANKLIN TURNPIKE) Phase 1 –Executive Summary VTrans Needs NEED PRIORITY Bicycle Access Low Pedestrian Access Low Construction District Safety Improvement High Pedestrian Safety Improvement Low Transportation Demand Management Low Transit Access Low Transit Access for Equity Emphasis Areas Low Operations and Safety Needs •45 mph posted speed limit, observed speeds higher. •3 segments on VDOT’s PSI segment list. •3 intersections on VDOT’s PSI intersection list. •62% of crashes are angle collisions •49% of crashes result in injury •14% of crashes were reported as involving speeding •Observations during the site visit include: o High travel speeds o No congestion Transit and TDM Needs •Study area not currently served by transit •No plans to extend transit service to study area Bike and Pedestrian Access Needs •Pedestrian and bicycle activity were observed •No bicycle facilities exist within the corridor •Sub-standard sidewalks exist on both sides of the roadway throughout the entire corridor •Identified route on the WPPDC 2018 Bike Plan Proposed Solutions To Evaluate in Phase 2 Safety and Operations Improvements Roundabout Continuous Green-T RCUT Left-In/Left-Out Traffic Signal Full Opening Right-In/Right-Out Corridor Wide Operations and Safety Improvements•Installation of a median•Dynamic Speed Feedback Signs•Access management review•Turn-lane analysis•Road diet Corridor Wide Bike and Pedestrian Improvements•Marking crosswalks•Shared use path on west side LY-23-09 Crash Data Map Golf Club Rd PSI #70 2 fatalities Mt Hermon Cir PSI #41 Tuscarora Village Shopping Center 1 fatality Mt Hermon Cir to Ripley Dr PSI #35 Ripley Dr to Ridgecrest Dr PSI #37 Mt Hermon School Rd/Slaughter Ave to Eagle Lane PSI #45 Jeanette Dr 1 fatality Orphanage Rd PSI #20 1 fatality Franklin Turnpike Crash Data by Collision Type (4/1/18-3/31/23) 4% 9% 28% 9% 51% LY-23-09 Crash Severity Fatal Injury Severe Injury Visible Injury Nonvisible Injury 16% 62% 5% 3% 2% 9% 2% LY-23-09 Crash Type Rear End Angle Sideswipe-Same Direction Head On Pedestrian Fixed Object Deer 1 2 3 4 5 6 7 31 4 3 4 1 2 3 4 6 7 6 73 43 6 3 6 3 6 3 6 5 53 61 246 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX B-7 PHASE 1 PUBLIC INPUT SURVEY SUMMARY 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX C NO BUILD SYNCHRO AND SIMTRAFFIC REPORTS 282 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX C-1 NO BUILD SYNCHRO REPORTS 283 HCM 6th TWSC 1: Franklin Turnpike & Hunting Hills Road 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 74 9 349 57 2 576 Future Vol, veh/h 74 9 349 57 2 576 Conflicting Peds, #/hr 1 10110 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 150 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 13 3401 Mvmt Flow 80 10 379 62 2 626 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 729 223 0 0 442 0 Stage 1 411 ----- Stage 2 318 ----- Critical Hdwy 6.9 7.16 - - 4.1 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.55 3.43 - - 2.2 - Pot Cap-1 Maneuver 352 748 - - 1129 - Stage 1 629 ----- Stage 2 702 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 351 747 - - 1128 - Mov Cap-2 Maneuver 461 ----- Stage 1 628 ----- Stage 2 700 ----- Approach WB NB SB HCM Control Delay, s 14.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 481 1128 - HCM Lane V/C Ratio - - 0.188 0.002 - HCM Control Delay (s) - - 14.2 8.2 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.7 0 - 284 HCM 6th TWSC 2: Franklin Turnpike & Golf Club Road 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 23 153 105 415 668 9 Future Vol, veh/h 23 153 105 415 668 9 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 05420 Mvmt Flow 25 166 114 451 726 10 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1185 368 736 0 - 0 Stage 1 731 ----- Stage 2 454 ----- Critical Hdwy 6.9 6.9 4.2 - - - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.55 3.3 2.25 - - - Pot Cap-1 Maneuver 177 635 846 - - - Stage 1 429 ----- Stage 2 598 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 153 635 846 - - - Mov Cap-2 Maneuver 273 ----- Stage 1 371 ----- Stage 2 598 ----- Approach EB NB SB HCM Control Delay, s 15.3 2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 846 - 541 - - HCM Lane V/C Ratio 0.135 - 0.354 - - HCM Control Delay (s) 9.9 - 15.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.5 - 1.6 - - 285 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 53 44 475 29 52 800 Future Vol, veh/h 53 44 475 29 52 800 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 3 4 19 4 2 Mvmt Flow 58 48 516 32 57 870 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1081 274 0 0 548 0 Stage 1 532 ----- Stage 2 549 ----- Critical Hdwy 6.84 6.96 - - 4.18 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.33 - - 2.24 - Pot Cap-1 Maneuver 212 721 - - 1004 - Stage 1 553 ----- Stage 2 542 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 200 721 - - 1004 - Mov Cap-2 Maneuver 333 ----- Stage 1 553 ----- Stage 2 511 ----- Approach WB NB SB HCM Control Delay, s 15.7 0 0.5 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 441 1004 - HCM Lane V/C Ratio - - 0.239 0.056 - HCM Control Delay (s) - - 15.7 8.8 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.9 0.2 - 286 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 10 1 497 880 2 Future Vol, veh/h 7 10 1 497 880 2 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 14 10 100 5 2 0 Mvmt Flow 8 11 1 540 957 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1230 480 959 0 - 0 Stage 1 958 ----- Stage 2 272 ----- Critical Hdwy 7.08 7.1 6.1 - - - Critical Hdwy Stg 1 6.08 ----- Critical Hdwy Stg 2 6.08 ----- Follow-up Hdwy 3.64 3.4 3.2 - - - Pot Cap-1 Maneuver 154 511 329 - - - Stage 1 306 ----- Stage 2 715 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 154 511 329 - - - Mov Cap-2 Maneuver 249 ----- Stage 1 305 ----- Stage 2 715 ----- Approach EB NB SB HCM Control Delay, s 15.6 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 329 - 357 - - HCM Lane V/C Ratio 0.003 - 0.052 - - HCM Control Delay (s) 16 - 15.6 - - HCM Lane LOS C - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - 287 HCM 6th TWSC 5: Franklin Turnpike & Mt Hermon Circle S 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 59 7 532 48 6 887 Future Vol, veh/h 59 7 532 48 6 887 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 05002 Mvmt Flow 64 8 578 52 7 964 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1100 315 0 0 630 0 Stage 1 604 ----- Stage 2 496 ----- Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 ----- Critical Hdwy Stg 2 5.8 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 210 687 - - 962 - Stage 1 514 ----- Stage 2 583 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 209 687 - - 962 - Mov Cap-2 Maneuver 343 ----- Stage 1 514 ----- Stage 2 579 ----- Approach WB NB SB HCM Control Delay, s 17.4 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 362 962 - HCM Lane V/C Ratio - - 0.198 0.007 - HCM Control Delay (s) - - 17.4 8.8 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.7 0 - 288 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 1 59 0 0 0 16 493 5 0 926 21 Future Vol, veh/h 75 1 59 0 0 0 16 493 5 0 926 21 Conflicting Peds, #/hr 0 00202002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0300-100300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 000000500211 Mvmt Flow 82 1 64 0 0 0 17 536 5 0 1007 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1323 1596 517 1078 1602 272 1030 0 0 543 0 0 Stage 1 1019 1019 - 572 572 ------- Stage 2 304 577 - 506 1030 ------- Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 ------- Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 116 108 509 176 107 732 682 - - 1036 - - Stage 1 257 317 - 477 508 ------- Stage 2 686 505 - 522 313 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 114 105 508 149 104 729 682 - - 1034 - - Mov Cap-2 Maneuver 114 105 - 149 104 ------- Stage 1 251 317 - 464 494 ------- Stage 2 668 491 - 454 313 ------- Approach EB WB NB SB HCM Control Delay, s 88.4 0 0.3 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 682 - - 172 - - 1034 - - HCM Lane V/C Ratio 0.026 - - 0.853 ----- HCM Control Delay (s) 10.4 - - 88.4 0 0 0 - - HCM Lane LOS B - - F A A A - - HCM 95th %tile Q(veh) 0.1 - - 6 - - 0 - - 289 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 7 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 65 118 23 420 956 31 Future Vol, veh/h 65 118 23 420 956 31 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 355111 Mvmt Flow 71 128 25 457 1039 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1335 537 1073 0 - 0 Stage 1 1056 ----- Stage 2 279 ----- Critical Hdwy 6.9 6.96 4.2 - - - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.55 3.33 2.25 - - - Pot Cap-1 Maneuver 141 486 628 - - - Stage 1 289 ----- Stage 2 734 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 135 486 628 - - - Mov Cap-2 Maneuver 228 ----- Stage 1 277 ----- Stage 2 734 ----- Approach EB NB SB HCM Control Delay, s 28.4 0.6 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 628 - 347 - - HCM Lane V/C Ratio 0.04 - 0.573 - - HCM Control Delay (s) 11 - 28.4 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0.1 - 3.4 - - 290 HCM 6th TWSC 8: Franklin Turnpike & Eagle Lane 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 8 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 9 432 7 6 1071 Future Vol, veh/h 10 9 432 7 6 1071 Conflicting Peds, #/hr 4 30430 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 11 13 4 33 20 2 Mvmt Flow 11 10 470 8 7 1164 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1078 246 0 0 482 0 Stage 1 478 ----- Stage 2 600 ----- Critical Hdwy 7.02 7.16 - - 4.5 - Critical Hdwy Stg 1 6.02 ----- Critical Hdwy Stg 2 6.02 ----- Follow-up Hdwy 3.61 3.43 - - 2.4 - Pot Cap-1 Maneuver 199 722 - - 960 - Stage 1 564 ----- Stage 2 487 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 196 717 - - 956 - Mov Cap-2 Maneuver 325 ----- Stage 1 562 ----- Stage 2 482 ----- Approach WB NB SB HCM Control Delay, s 13.6 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 439 956 - HCM Lane V/C Ratio - - 0.047 0.007 - HCM Control Delay (s) - - 13.6 8.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 291 HCM 6th TWSC 9: Franklin Turnpike & Access/Afton Road 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 9 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 17 24 0 14 29 446 11 4 1092 1 Future Vol, veh/h 3 0 17 24 0 14 29 446 11 4 1092 1 Conflicting Peds, #/hr 5 05101501105 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 67 0 13 0084302510 Mvmt Flow 3 0 18 26 0 15 32 485 12 4 1187 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1513 1763 604 1163 1757 255 1193 0 0 498 0 0 Stage 1 1201 1201 - 556 556 ------- Stage 2 312 562 - 607 1201 ------- Critical Hdwy 8.84 6.5 7.16 7.5 6.5 7.06 4.18 - - 4.6 - - Critical Hdwy Stg 1 7.84 5.5 - 6.5 5.5 ------- Critical Hdwy Stg 2 7.84 5.5 - 6.5 5.5 ------- Follow-up Hdwy 4.17 4 3.43 3.5 4 3.38 2.24 - - 2.45 - - Pot Cap-1 Maneuver 45 85 415 152 86 726 570 - - 917 - - Stage 1 117 260 - 488 516 ------- Stage 2 521 513 - 455 260 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 42 79 411 138 80 722 567 - - 916 - - Mov Cap-2 Maneuver 42 79 - 138 80 ------- Stage 1 110 258 - 460 487 ------- Stage 2 479 484 - 431 258 ------- Approach EB WB NB SB HCM Control Delay, s 28.2 28.1 0.7 0 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 567 - - 177 197 916 - - HCM Lane V/C Ratio 0.056 - - 0.123 0.21 0.005 - - HCM Control Delay (s) 11.7 - - 28.2 28.1 8.9 - - HCM Lane LOS B - - D D A - - HCM 95th %tile Q(veh) 0.2 - - 0.4 0.8 0 - - 292 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 01/31/2024 2045 No Build_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 10 Intersection Int Delay, s/veh 15.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 71 1 55 37 5 8 47 451 22 3 1078 75 Future Vol, veh/h 71 1 55 37 5 8 47 451 22 3 1078 75 Conflicting Peds, #/hr 0 00303003300 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 4 090001150022 Mvmt Flow 73 1 57 38 5 8 48 465 23 3 1111 77 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1490 1743 597 1141 1770 250 1188 0 0 491 0 0 Stage 1 1156 1156 - 576 576 ------- Stage 2 334 587 - 565 1194 ------- Critical Hdwy 7.58 6.5 7.08 7.5 6.5 6.9 4.32 - - 4.1 - - Critical Hdwy Stg 1 6.58 5.5 - 6.5 5.5 ------- Critical Hdwy Stg 2 6.58 5.5 - 6.5 5.5 ------- Follow-up Hdwy 3.54 4 3.39 3.5 4 3.3 2.31 - - 2.2 - - Pot Cap-1 Maneuver 84 88 429 158 84 756 535 - - 1083 - - Stage 1 206 273 - 475 505 ------- Stage 2 648 500 - 482 262 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 73 80 428 125 76 752 535 - - 1080 - - Mov Cap-2 Maneuver ~ 73 80 - 125 76 ------- Stage 1 187 272 - 431 458 ------- Stage 2 575 454 - 414 261 ------- Approach EB WB NB SB HCM Control Delay, s 202 47.8 1.1 0 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 535 - - 114 134 1080 - - HCM Lane V/C Ratio 0.091 - - 1.148 0.385 0.003 - - HCM Control Delay (s) 12.4 - - 202 47.8 8.3 - - HCM Lane LOS B - - F E A - - HCM 95th %tile Q(veh) 0.3 - - 8.1 1.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 293 HCM 6th TWSC 1: Franklin Turnpike & Hunting Hills Road 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 71 1 487 72 5 260 Future Vol, veh/h 71 1 487 72 5 260 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 150 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01200 Mvmt Flow 77 1 529 78 5 283 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 720 304 0 0 607 0 Stage 1 568 ----- Stage 2 152 ----- Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 ----- Critical Hdwy Stg 2 5.8 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 367 698 - - 981 - Stage 1 536 ----- Stage 2 866 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 365 698 - - 981 - Mov Cap-2 Maneuver 449 ----- Stage 1 536 ----- Stage 2 862 ----- Approach WB NB SB HCM Control Delay, s 14.7 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 451 981 - HCM Lane V/C Ratio - - 0.174 0.006 - HCM Control Delay (s) - - 14.7 8.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.6 0 - 294 HCM 6th TWSC 2: Franklin Turnpike & Golf Club Road 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 161 216 547 315 13 Future Vol, veh/h 12 161 216 547 315 13 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 11110 Mvmt Flow 13 175 235 595 342 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1117 178 356 0 - 0 Stage 1 349 ----- Stage 2 768 ----- Critical Hdwy 6.8 6.92 4.12 - - - Critical Hdwy Stg 1 5.8 ----- Critical Hdwy Stg 2 5.8 ----- Follow-up Hdwy 3.5 3.31 2.21 - - - Pot Cap-1 Maneuver 204 837 1207 - - - Stage 1 691 ----- Stage 2 424 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 164 837 1207 - - - Mov Cap-2 Maneuver 292 ----- Stage 1 556 ----- Stage 2 424 ----- Approach EB NB SB HCM Control Delay, s 11.5 2.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1207 - 741 - - HCM Lane V/C Ratio 0.195 - 0.254 - - HCM Control Delay (s) 8.7 - 11.5 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.7 - 1 - - 295 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 48 38 744 75 48 466 Future Vol, veh/h 48 38 744 75 48 466 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 01001 Mvmt Flow 52 41 809 82 52 507 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1208 446 0 0 891 0 Stage 1 850 ----- Stage 2 358 ----- Critical Hdwy 6.9 6.9 - - 4.1 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.55 3.3 - - 2.2 - Pot Cap-1 Maneuver 171 565 - - 769 - Stage 1 372 ----- Stage 2 669 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 159 565 - - 769 - Mov Cap-2 Maneuver 278 ----- Stage 1 372 ----- Stage 2 624 ----- Approach WB NB SB HCM Control Delay, s 18.6 0 0.9 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 358 769 - HCM Lane V/C Ratio - - 0.261 0.068 - HCM Control Delay (s) - - 18.6 10 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 1 0.2 - 296 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 19 16 820 518 12 Future Vol, veh/h 9 19 16 820 518 12 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00110 Mvmt Flow 10 21 17 891 563 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1050 288 576 0 - 0 Stage 1 570 ----- Stage 2 480 ----- Critical Hdwy 6.8 6.9 4.1 - - - Critical Hdwy Stg 1 5.8 ----- Critical Hdwy Stg 2 5.8 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 226 715 1007 - - - Stage 1 535 ----- Stage 2 594 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 222 715 1007 - - - Mov Cap-2 Maneuver 355 ----- Stage 1 526 ----- Stage 2 594 ----- Approach EB NB SB HCM Control Delay, s 12.1 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1007 - 539 - - HCM Lane V/C Ratio 0.017 - 0.056 - - HCM Control Delay (s) 8.6 - 12.1 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - 297 HCM 6th TWSC 5: Franklin Turnpike & Mt Hermon Circle S 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 56 11 866 56 3 636 Future Vol, veh/h 56 11 866 56 3 636 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 01001 Mvmt Flow 59 12 912 59 3 669 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1283 486 0 0 971 0 Stage 1 942 ----- Stage 2 341 ----- Critical Hdwy 6.84 6.9 - - 4.1 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.3 - - 2.2 - Pot Cap-1 Maneuver 157 533 - - 718 - Stage 1 340 ----- Stage 2 692 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 156 533 - - 718 - Mov Cap-2 Maneuver 267 ----- Stage 1 340 ----- Stage 2 689 ----- Approach WB NB SB HCM Control Delay, s 21.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 291 718 - HCM Lane V/C Ratio - - 0.242 0.004 - HCM Control Delay (s) - - 21.3 10 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.9 0 - 298 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 0 43 7 0 0 50 989 1 0 623 40 Future Vol, veh/h 29 0 43 7 0 0 50 989 1 0 623 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0300-100300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 4 03000010010 Mvmt Flow 32 0 47 8 0 0 54 1075 1 0 677 43 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1345 1883 360 1522 1903 538 720 0 0 1076 0 0 Stage 1 699 699 - 1183 1183 ------- Stage 2 646 1184 - 339 720 ------- Critical Hdwy 7.58 6.5 6.96 7.5 6.5 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.58 5.5 - 6.5 5.5 ------- Critical Hdwy Stg 2 6.58 5.5 - 6.5 5.5 ------- Follow-up Hdwy 3.54 4 3.33 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 108 72 634 83 70 493 891 - - 656 - - Stage 1 392 445 - 204 265 ------- Stage 2 422 265 - 655 435 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 103 68 634 73 66 493 891 - - 656 - - Mov Cap-2 Maneuver 103 68 - 73 66 ------- Stage 1 368 445 - 192 249 ------- Stage 2 396 249 - 607 435 ------- Approach EB WB NB SB HCM Control Delay, s 32.8 60 0.4 0 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 891 - - 206 73 - 656 - - HCM Lane V/C Ratio 0.061 - - 0.38 0.104 ---- HCM Control Delay (s) 9.3 - - 32.8 60 0 0 - - HCM Lane LOS A - - D F A A - - HCM 95th %tile Q(veh) 0.2 - - 1.7 0.3 - 0 - - 299 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 7 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 43 57 117 989 617 56 Future Vol, veh/h 43 57 117 989 617 56 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01110 Mvmt Flow 47 62 127 1075 671 61 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1494 366 732 0 - 0 Stage 1 702 ----- Stage 2 792 ----- Critical Hdwy 6.8 6.9 4.12 - - - Critical Hdwy Stg 1 5.8 ----- Critical Hdwy Stg 2 5.8 ----- Follow-up Hdwy 3.5 3.3 2.21 - - - Pot Cap-1 Maneuver 116 637 875 - - - Stage 1 458 ----- Stage 2 412 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 99 637 875 - - - Mov Cap-2 Maneuver 229 ----- Stage 1 392 ----- Stage 2 412 ----- Approach EB NB SB HCM Control Delay, s 19.2 1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 875 - 361 - - HCM Lane V/C Ratio 0.145 - 0.301 - - HCM Control Delay (s) 9.8 - 19.2 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.5 - 1.2 - - 300 HCM 6th TWSC 8: Franklin Turnpike & Eagle Lane 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 8 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 8 1104 12 4 746 Future Vol, veh/h 10 8 1104 12 4 746 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01901 Mvmt Flow 11 9 1200 13 4 811 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1621 607 0 0 1213 0 Stage 1 1207 ----- Stage 2 414 ----- Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 ----- Critical Hdwy Stg 2 5.8 ----- Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 96 444 - - 582 - Stage 1 250 ----- Stage 2 641 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 95 444 - - 582 - Mov Cap-2 Maneuver 197 ----- Stage 1 250 ----- Stage 2 637 ----- Approach WB NB SB HCM Control Delay, s 19.8 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 262 582 - HCM Lane V/C Ratio - - 0.075 0.007 - HCM Control Delay (s) - - 19.8 11.2 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.2 0 - 301 HCM 6th TWSC 9: Franklin Turnpike & Access/Afton Road 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 9 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 18 17 0 7 1 1120 37 11 765 0 Future Vol, veh/h 8 1 18 17 0 7 1 1120 37 11 765 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 007000101010 Mvmt Flow 9 1 20 18 0 8 1 1217 40 12 832 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1467 2115 416 1680 2095 629 832 0 0 1257 0 0 Stage 1 856 856 - 1239 1239 ------- Stage 2 611 1259 - 441 856 ------- Critical Hdwy 7.5 6.5 6.9 7.64 6.5 6.9 4.1 - - 4.3 - - Critical Hdwy Stg 1 6.5 5.5 - 6.64 5.5 ------- Critical Hdwy Stg 2 6.5 5.5 - 6.64 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.57 4 3.3 2.2 - - 2.3 - - Pot Cap-1 Maneuver 91 51 591 59 53 430 809 - - 507 - - Stage 1 323 377 - 178 250 ------- Stage 2 453 244 - 552 377 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 88 50 591 55 52 430 809 - - 507 - - Mov Cap-2 Maneuver 88 50 - 55 52 ------- Stage 1 323 368 - 178 250 ------- Stage 2 444 244 - 520 368 ------- Approach EB WB NB SB HCM Control Delay, s 27.2 78.1 0 0.2 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 809 - - 191 74 507 - - HCM Lane V/C Ratio 0.001 - - 0.154 0.353 0.024 - - HCM Control Delay (s) 9.5 - - 27.2 78.1 12.3 - - HCM Lane LOS A - - D F B - - HCM 95th %tile Q(veh) 0 - - 0.5 1.3 0.1 - - 302 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 01/31/2024 2045 No Build_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 10 Intersection Int Delay, s/veh 55.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 101 4 92 21 1 2 93 1105 36 4 693 87 Future Vol, veh/h 101 4 92 21 1 2 93 1105 36 4 693 87 Conflicting Peds, #/hr 0 04400404000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000016012 Mvmt Flow 110 4 100 23 1 2 101 1201 39 4 753 95 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1616 2259 432 1818 2287 624 852 0 0 1244 0 0 Stage 1 813 813 - 1427 1427 ------- Stage 2 803 1446 - 391 860 ------- Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 ------- Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver ~ 70 42 577 50 40 433 795 - - 567 - - Stage 1 343 395 - 145 203 ------- Stage 2 348 199 - 610 376 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 61 36 573 33 34 431 792 - - 565 - - Mov Cap-2 Maneuver ~ 61 36 - 33 34 ------- Stage 1 298 391 - 126 176 ------- Stage 2 300 173 - 493 372 ------- Approach EB WB NB SB HCM Control Delay, s$ 595.1 234 0.8 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 792 - - 102 36 565 - - HCM Lane V/C Ratio 0.128 - - 2.099 0.725 0.008 - - HCM Control Delay (s) 10.2 - -$ 595.1 234 11.4 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0.4 - - 18.4 2.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 303 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX C-2 NO BUILD SIMTRAFFIC REPORTS 304 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 1: Franklin Turnpike & Hunting Hills Road Movement WB NB SB SB SB Directions Served LR T L T T Maximum Queue (ft) 78 14 15 6 11 Average Queue (ft) 36 0100 95th Queue (ft) 64 8748 Link Distance (ft) 1078 493 182 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Franklin Turnpike & Golf Club Road Movement EB NB SB SB Directions Served LR L T TR Maximum Queue (ft) 149 80 2 4 Average Queue (ft) 58 30 0 0 95th Queue (ft) 109 63 2 4 Link Distance (ft) 789 493 493 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB NB SB SB Directions Served LR T TR L T Maximum Queue (ft) 89 3 2 42 4 Average Queue (ft) 43 0 0 14 0 95th Queue (ft) 76 3 2 38 4 Link Distance (ft) 946 58 58 784 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 305 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB NB SB Directions Served LR L T Maximum Queue (ft) 61 11 3 Average Queue (ft) 16 0 0 95th Queue (ft) 47 6 3 Link Distance (ft) 892 58 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Franklin Turnpike & Mt Hermon Circle S Movement WB SB Directions Served LR L Maximum Queue (ft) 74 24 Average Queue (ft) 36 2 95th Queue (ft) 64 15 Link Distance (ft) 874 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB NB NB NB SB SB Directions Served LTR L T T T TR Maximum Queue (ft) 141 29 11 12 11 16 Average Queue (ft) 58 81001 95th Queue (ft) 108 26 10 8 6 8 Link Distance (ft) 595 929 929 1028 1028 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 306 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 3 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB SB SB Directions Served LR L T TR Maximum Queue (ft) 143 45 2 2 Average Queue (ft) 64 12 0 0 95th Queue (ft) 114 38 2 2 Link Distance (ft) 582 929 929 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Franklin Turnpike & Eagle Lane Movement WB NB NB SB SB SB Directions Served LR T TR L T T Maximum Queue (ft) 60 18 8 28 32 48 Average Queue (ft) 16 10222 95th Queue (ft) 45 10 5 16 14 20 Link Distance (ft) 986 2484 2484 2774 2774 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Franklin Turnpike & Access/Afton Road Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 80 60 37 39 38 10 33 59 Average Queue (ft) 19 24 12 23135 95th Queue (ft) 55 51 34 19 19 8 18 33 Link Distance (ft) 508 745 1072 1072 2484 2484 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) 307 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 4 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 177 84 80 26 16 14 29 42 Average Queue (ft) 70 33 22 10113 95th Queue (ft) 147 68 57 12 6 7 16 21 Link Distance (ft) 909 377 1232 1232 1072 1072 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Bend Movement NW Directions Served T Maximum Queue (ft) 3 Average Queue (ft) 0 95th Queue (ft) 3 Link Distance (ft) 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 308 SimTraffic Performance Report Baseline 01/31/2024 2045 No Build_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 1 1: Franklin Turnpike & Hunting Hills Road Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 12.8 9.1 0.4 0.1 6.3 0.2 1.2 2: Franklin Turnpike & Golf Club Road Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 19.2 7.9 5.0 0.8 1.1 0.4 2.4 3: Franklin Turnpike & Mt Hermon Circle N Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.2 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s) 15.8 6.6 0.2 0.0 3.0 0.7 1.3 4: Franklin Turnpike & Oak Forest Circle Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 Total Del/Veh (s) 19.0 5.5 1.1 0.2 0.1 0.6 5: Franklin Turnpike & Mt Hermon Circle S Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 12.0 7.5 0.7 1.6 8.0 0.7 1.2 6: Franklin Turnpike & Ridgecrest Drive/Business Performance by movement Movement EBL EBT EBR NBL NBT NBR SBT SBR All Denied Del/Veh (s) 0.2 0.1 0.2 0.1 0.0 0.2 0.0 0.0 0.0 Total Del/Veh (s) 23.7 24.9 13.7 5.2 1.2 0.8 1.4 0.7 2.9 7: Franklin Turnpike & Jeanette Drive Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 17.7 12.7 10.1 1.2 1.3 2.5 2.9 8: Franklin Turnpike & Eagle Lane Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s) 10.6 3.5 1.2 1.2 4.3 3.2 2.7 309 SimTraffic Performance Report Baseline 01/31/2024 2045 No Build_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 2 9: Franklin Turnpike & Access/Afton Road Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 17.1 9.2 13.6 5.7 10.4 0.8 1.8 8.9 3.7 3.2 3.2 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 0.2 0.3 0.2 0.1 0.1 0.1 3.2 0.1 0.2 0.1 0.0 0.0 Total Del/Veh (s) 49.5 53.9 33.3 23.3 43.5 11.0 10.7 0.7 0.3 2.8 2.8 1.9 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement All Denied Del/Veh (s) 0.1 Total Del/Veh (s) 5.6 Total Network Performance Denied Del/Veh (s) 0.3 Total Del/Veh (s) 18.9 310 Arterial Level of Service Baseline 01/31/2024 2045 No Build_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 3 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Turnpike Townhomes 10 0.7 19.7 0.2 44 Afton Road 9 0.7 17.3 0.2 45 Eagle Lane 8 1.0 38.5 0.5 45 21 1.4 44.3 0.5 43 Jeanette Drive 7 1.2 27.6 0.3 43 Business 6 0.8 15.2 0.2 45 18 0.7 17.3 0.2 43 Mt Hermon Circle S 5 0.7 16.5 0.2 44 17 0.6 15.3 0.2 43 Oak Forest Circle 4 1.1 22.2 0.3 44 Mt Hermon Circle N 3 0.2 2.0 0.0 45 Golf Club Road 2 0.8 13.5 0.2 42 Hunting Hills Road 1 0.4 8.6 0.1 44 11 0.2 3.9 0.0 43 Total 10.4 261.8 3.2 44 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 11 0.5 7.3 0.1 44 Hunting Hills Road 1 0.2 3.8 0.0 43 Golf Club Road 2 0.7 8.9 0.1 43 Mt Hermon Circle N 3 0.7 13.3 0.2 43 Oak Forest Circle 4 0.1 1.8 0.0 48 17 0.8 22.9 0.3 43 Mt Hermon Circle S 5 0.7 15.4 0.2 42 18 0.8 16.8 0.2 43 Ridgecrest Drive 6 1.4 17.9 0.2 42 Jeanette Drive 7 1.3 16.3 0.2 42 21 1.7 28.3 0.3 42 Eagle Lane 8 3.2 45.7 0.5 42 Access 9 3.7 41.7 0.5 42 Orphanage Road 10 2.7 19.7 0.2 40 Total 18.5 259.8 3.0 42 311 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 1: Franklin Turnpike & Hunting Hills Road Movement WB SB Directions Served LR L Maximum Queue (ft) 66 26 Average Queue (ft) 28 2 95th Queue (ft) 51 15 Link Distance (ft) 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Franklin Turnpike & Golf Club Road Movement EB NB SB SB Directions Served LR L T TR Maximum Queue (ft) 98 70 2 2 Average Queue (ft) 46 34 0 0 95th Queue (ft) 76 63 2 2 Link Distance (ft) 789 493 493 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB SB Directions Served LR TR L Maximum Queue (ft) 89 11 52 Average Queue (ft) 38 0 18 95th Queue (ft) 68 5 43 Link Distance (ft) 946 58 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 312 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB NB NB SB Directions Served LR L T T Maximum Queue (ft) 60 32 2 12 Average Queue (ft) 19 5 0 0 95th Queue (ft) 47 23 2 6 Link Distance (ft) 892 1391 58 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Franklin Turnpike & Mt Hermon Circle S Movement WB NB SB Directions Served LR TR L Maximum Queue (ft) 92 4 19 Average Queue (ft) 37 0 1 95th Queue (ft) 71 4 10 Link Distance (ft) 874 994 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB WB NB Directions Served LTR LT L Maximum Queue (ft) 69 31 42 Average Queue (ft) 33 6 15 95th Queue (ft) 59 23 39 Link Distance (ft) 595 210 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 313 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 3 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 103 79 9 Average Queue (ft) 43 31 0 95th Queue (ft) 77 61 5 Link Distance (ft) 582 929 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Franklin Turnpike & Eagle Lane Movement WB SB Directions Served LR L Maximum Queue (ft) 40 27 Average Queue (ft) 15 2 95th Queue (ft) 41 16 Link Distance (ft) 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Franklin Turnpike & Access/Afton Road Movement EB WB NB NB NB SB Directions Served LTR LTR L T TR L Maximum Queue (ft) 46 72 7 3 5 31 Average Queue (ft) 16 22 0005 95th Queue (ft) 40 58 5 3 5 21 Link Distance (ft) 508 745 1072 1072 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) 314 Queuing and Blocking Report Baseline 01/31/2024 2045 No Build_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 4 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB NB SB SB SB Directions Served LTR LTR L T TR L T TR Maximum Queue (ft) 738 78 59 14 21 20 18 43 Average Queue (ft) 497 22 26 01213 95th Queue (ft) 994 58 52 7 14 10 8 21 Link Distance (ft) 909 377 1232 1232 1072 1072 Upstream Blk Time (%) 15 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 315 SimTraffic Performance Report Baseline 01/31/2024 2045 No Build_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 1 1: Franklin Turnpike & Hunting Hills Road Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 8.1 4.9 0.5 0.1 3.0 0.2 1.0 2: Franklin Turnpike & Golf Club Road Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 20.4 4.8 4.2 1.2 0.7 0.2 2.2 3: Franklin Turnpike & Mt Hermon Circle N Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.2 0.1 0.0 0.0 0.3 0.0 0.0 Total Del/Veh (s) 16.1 6.1 0.3 0.1 5.0 0.5 1.2 4: Franklin Turnpike & Oak Forest Circle Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 17.2 4.3 3.6 1.8 0.2 0.1 1.4 5: Franklin Turnpike & Mt Hermon Circle S Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 16.1 6.7 1.4 0.9 4.8 0.5 1.6 6: Franklin Turnpike & Ridgecrest Drive/Business Performance by movement Movement EBL EBR WBL NBL NBT NBR SBT SBR All Denied Del/Veh (s) 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 13.7 7.2 17.8 8.2 1.2 1.9 0.7 1.8 1.6 7: Franklin Turnpike & Jeanette Drive Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 20.8 9.2 6.1 2.2 1.4 0.8 2.7 8: Franklin Turnpike & Eagle Lane Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.4 0.0 0.0 Total Del/Veh (s) 14.0 8.0 2.1 2.9 11.9 2.1 2.2 316 SimTraffic Performance Report Baseline 01/31/2024 2045 No Build_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 2 9: Franklin Turnpike & Access/Afton Road Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.0 0.0 Total Del/Veh (s) 18.7 36.0 5.7 22.4 8.6 2.5 1.2 0.8 6.8 2.5 2.0 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 46.8 0.1 45.1 0.1 0.1 0.1 2.3 0.2 0.3 0.0 0.0 0.0 Total Del/Veh (s) 381.8 284.3 361.0 41.7 54.7 15.5 6.7 1.3 0.6 5.3 2.1 1.3 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement All Denied Del/Veh (s) 4.1 Total Del/Veh (s) 34.1 Total Network Performance Denied Del/Veh (s) 3.6 Total Del/Veh (s) 40.1 317 Arterial Level of Service Baseline 01/31/2024 2045 No Build_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 3 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Turnpike Townhomes 10 1.3 20.4 0.2 43 Afton Road 9 1.2 18.2 0.2 43 Eagle Lane 8 2.1 40.3 0.5 43 21 3.0 45.7 0.5 42 Jeanette Drive 7 2.2 28.8 0.3 41 Business 6 1.2 16.1 0.2 42 18 1.2 17.9 0.2 42 Mt Hermon Circle S 5 1.4 16.7 0.2 43 17 1.0 15.8 0.2 42 Oak Forest Circle 4 1.8 23.3 0.3 42 Mt Hermon Circle N 3 0.3 2.1 0.0 43 Golf Club Road 2 1.2 13.9 0.2 41 Hunting Hills Road 1 0.5 8.9 0.1 42 11 0.2 3.9 0.0 43 Total 18.5 271.8 3.2 42 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 11 0.4 7.0 0.1 45 Hunting Hills Road 1 0.2 3.8 0.0 43 Golf Club Road 2 0.6 8.8 0.1 43 Mt Hermon Circle N 3 0.5 12.6 0.2 45 Oak Forest Circle 4 0.1 1.8 0.0 49 17 0.5 22.6 0.3 43 Mt Hermon Circle S 5 0.5 13.9 0.2 47 18 0.5 16.4 0.2 44 Ridgecrest Drive 6 0.7 17.0 0.2 44 Jeanette Drive 7 1.1 16.1 0.2 42 21 1.2 27.7 0.3 43 Eagle Lane 8 2.1 42.6 0.5 45 Access 9 2.5 40.4 0.5 43 Orphanage Road 10 2.2 19.3 0.2 41 Total 13.0 250.0 3.0 44 318 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E CONCEPT DEVELOPMENT 319 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-1 MOUNT HERMON CIRCLE AND OAK FOREST CIRCLE OVAL ROUNDABOUT 320 321 322 323 324 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-1 OAK FOREST CIRCLE RIGHT-IN/RIGHT-OUT 325 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 59 51 468 29 52 800 Future Vol, veh/h 59 51 468 29 52 800 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 3 4 19 4 2 Mvmt Flow 64 55 509 32 57 870 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1074 271 0 0 541 0 Stage 1 525 ----- Stage 2 549 ----- Critical Hdwy 6.84 6.96 - - 4.18 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.33 - - 2.24 - Pot Cap-1 Maneuver 215 724 - - 1010 - Stage 1 558 ----- Stage 2 542 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 203 724 - - 1010 - Mov Cap-2 Maneuver 336 ----- Stage 1 558 ----- Stage 2 512 ----- Approach WB NB SB HCM Control Delay, s 16 0 0.5 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 447 1010 - HCM Lane V/C Ratio - - 0.267 0.056 - HCM Control Delay (s) - - 16 8.8 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 1.1 0.2 - 326 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 17 0 497 885 3 Future Vol, veh/h 0 17 0 497 885 3 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 10 0520 Mvmt Flow 0 18 0 540 962 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 483 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 7.1 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.4 ---- Pot Cap-1 Maneuver 0 509 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 509 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 12.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 509 - - HCM Lane V/C Ratio - 0.036 - - HCM Control Delay (s) - 12.3 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 327 HCM 6th TWSC 41: Franklin Turnpike & Shopping Center N 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 43 19 478 21 78 824 Future Vol, veh/h 43 19 478 21 78 824 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 25222 Mvmt Flow 47 21 520 23 85 896 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1150 272 0 0 543 0 Stage 1 532 ----- Stage 2 618 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 192 726 - - 1022 - Stage 1 553 ----- Stage 2 500 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 176 726 - - 1022 - Mov Cap-2 Maneuver 308 ----- Stage 1 553 ----- Stage 2 459 ----- Approach WB NB SB HCM Control Delay, s 16.7 0 0.8 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 374 1022 - HCM Lane V/C Ratio - - 0.18 0.083 - HCM Control Delay (s) - - 16.7 8.8 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.6 0.3 - 328 HCM 6th TWSC 42: Franklin Turnpike & Funeral Home 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 1 0 499 859 8 Future Vol, veh/h 0 1 0 499 859 8 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 20522 Mvmt Flow 0 1 0 542 934 9 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 472 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 538 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 538 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 11.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 538 - - HCM Lane V/C Ratio - 0.002 - - HCM Control Delay (s) - 11.7 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0 - - 329 HCM 6th TWSC 43: Franklin Turnpike & Shopping Center S 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 10 484 32 0 862 Future Vol, veh/h 0 10 484 32 0 862 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 25202 Mvmt Flow 0 11 526 35 0 937 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 281 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 716 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 716 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 10.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 716 - HCM Lane V/C Ratio - - 0.015 - HCM Control Delay (s) - - 10.1 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - 330 HCM 6th TWSC 44: Franklin Turnpike & South U-turn Location 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 516 0 0 0 862 Future Vol, veh/h 0 0 516 0 0 0 862 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length - 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 050002 Mvmt Flow 0 0 561 0 0 0 937 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 281 0 - 561 - - Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 - - 6.4 - - Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 - - 2.5 - - Pot Cap-1 Maneuver 0 722 - 0 641 0 - Stage 1 0 - - 0 - 0 - Stage 2 0 - - 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 722 - - 641 - - Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach WB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBU SBT Capacity (veh/h) - - 641 - HCM Lane V/C Ratio ---- HCM Control Delay (s) - 0 0 - HCM Lane LOS - A A - HCM 95th %tile Q(veh) - - 0 - 331 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 66 47 735 75 48 466 Future Vol, veh/h 66 47 735 75 48 466 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 01001 Mvmt Flow 72 51 799 82 52 507 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1198 441 0 0 881 0 Stage 1 840 ----- Stage 2 358 ----- Critical Hdwy 6.9 6.9 - - 4.1 - Critical Hdwy Stg 1 5.9 ----- Critical Hdwy Stg 2 5.9 ----- Follow-up Hdwy 3.55 3.3 - - 2.2 - Pot Cap-1 Maneuver 174 570 - - 776 - Stage 1 376 ----- Stage 2 669 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 162 570 - - 776 - Mov Cap-2 Maneuver 281 ----- Stage 1 376 ----- Stage 2 624 ----- Approach WB NB SB HCM Control Delay, s 20.3 0 0.9 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 356 776 - HCM Lane V/C Ratio - - 0.345 0.067 - HCM Control Delay (s) - - 20.3 10 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 1.5 0.2 - 332 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 28 0 820 520 28 Future Vol, veh/h 0 28 0 820 520 28 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00110 Mvmt Flow 0 30 0 891 565 30 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 298 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.9 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.3 ---- Pot Cap-1 Maneuver 0 704 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 704 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 10.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 704 - - HCM Lane V/C Ratio - 0.043 - - HCM Control Delay (s) - 10.3 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 333 HCM 6th TWSC 41: Franklin Turnpike & Shopping Center N 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 4.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 101 101 719 64 103 445 Future Vol, veh/h 101 101 719 64 103 445 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 21221 Mvmt Flow 110 110 782 70 112 484 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1283 426 0 0 852 0 Stage 1 817 ----- Stage 2 466 ----- Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 ----- Critical Hdwy Stg 2 5.84 ----- Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 157 577 - - 783 - Stage 1 395 ----- Stage 2 598 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 135 577 - - 783 - Mov Cap-2 Maneuver 264 ----- Stage 1 395 ----- Stage 2 512 ----- Approach WB NB SB HCM Control Delay, s 29.1 0 1.9 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 362 783 - HCM Lane V/C Ratio - - 0.607 0.143 - HCM Control Delay (s) - - 29.1 10.4 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 3.8 0.5 - 334 HCM 6th TWSC 42: Franklin Turnpike & Funeral Home 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 20 0 783 543 3 Future Vol, veh/h 0 20 0 783 543 3 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 20112 Mvmt Flow 0 22 0 851 590 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 297 - 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 699 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 699 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 10.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBTEBLn1 SBT SBR Capacity (veh/h) - 699 - - HCM Lane V/C Ratio - 0.031 - - HCM Control Delay (s) - 10.3 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.1 - - 335 HCM 6th TWSC 43: Franklin Turnpike & Shopping Center S 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 51 742 94 0 556 Future Vol, veh/h 0 51 742 94 0 556 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 21201 Mvmt Flow 0 55 807 102 0 604 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 455 0 0 - - Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.94 ---- Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.32 ---- Pot Cap-1 Maneuver 0 552 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 552 ---- Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach WB NB SB HCM Control Delay, s 12.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 552 - HCM Lane V/C Ratio - - 0.1 - HCM Control Delay (s) - - 12.2 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.3 - 336 HCM 6th TWSC 44: Franklin Turnpike & South U-turn Location 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 824 0 12 0 544 Future Vol, veh/h 0 0 824 0 12 0 544 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length - 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 010201 Mvmt Flow 0 0 896 0 13 0 591 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 448 0 - 896 - - Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 - - 6.44 - - Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 - - 2.52 - - Pot Cap-1 Maneuver 0 564 - 0 387 0 - Stage 1 0 - - 0 - 0 - Stage 2 0 - - 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 564 - - 387 - - Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach WB NB SB HCM Control Delay, s 0 0 0.3 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBU SBT Capacity (veh/h) - - 387 - HCM Lane V/C Ratio - - 0.034 - HCM Control Delay (s) - 0 14.6 - HCM Lane LOS - A B - HCM 95th %tile Q(veh) - - 0.1 - 337 Queuing and Blocking Report MHOF ALT1 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB SB Directions Served LR TR L Maximum Queue (ft) 100 10 48 Average Queue (ft) 44 0 16 95th Queue (ft) 80 7 42 Link Distance (ft) 946 63 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB Directions Served R Maximum Queue (ft) 56 Average Queue (ft) 16 95th Queue (ft) 47 Link Distance (ft) 892 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 41: Franklin Turnpike & Shopping Center N Movement WB NB NB SB Directions Served LR T TR L Maximum Queue (ft) 81 3 4 68 Average Queue (ft) 35 0 0 19 95th Queue (ft) 66 4 3 49 Link Distance (ft) 483 37 37 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 338 Queuing and Blocking Report MHOF ALT1 02/06/2024 2045 MHOF ALT1 AM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 42: Franklin Turnpike & Funeral Home Movement EB Directions Served R Maximum Queue (ft) 25 Average Queue (ft) 2 95th Queue (ft) 13 Link Distance (ft) 515 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 43: Franklin Turnpike & Shopping Center S Movement WB Directions Served R Maximum Queue (ft) 31 Average Queue (ft) 10 95th Queue (ft) 33 Link Distance (ft) 535 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 44: Franklin Turnpike & South U-turn Location Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 339 Queuing and Blocking Report MHOF ALT1 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB SB Directions Served LR TR L Maximum Queue (ft) 116 11 54 Average Queue (ft) 51 0 19 95th Queue (ft) 97 5 45 Link Distance (ft) 946 63 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB SB Directions Served R TR Maximum Queue (ft) 38 5 Average Queue (ft) 16 0 95th Queue (ft) 40 5 Link Distance (ft) 892 63 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 41: Franklin Turnpike & Shopping Center N Movement WB SB SB Directions Served LR L T Maximum Queue (ft) 179 68 4 Average Queue (ft) 81 30 0 95th Queue (ft) 152 58 3 Link Distance (ft) 483 458 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 340 Queuing and Blocking Report MHOF ALT1 02/06/2024 2045 MHOF ALT1 PM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 42: Franklin Turnpike & Funeral Home Movement EB Directions Served R Maximum Queue (ft) 38 Average Queue (ft) 14 95th Queue (ft) 40 Link Distance (ft) 515 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 43: Franklin Turnpike & Shopping Center S Movement WB NB Directions Served R TR Maximum Queue (ft) 64 3 Average Queue (ft) 28 0 95th Queue (ft) 55 3 Link Distance (ft) 535 471 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 44: Franklin Turnpike & South U-turn Location Movement SB Directions Served U Maximum Queue (ft) 31 Average Queue (ft) 5 95th Queue (ft) 23 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 341 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX K APPENDIX E-2 RIDGECREST DRIVE TRAFFIC SIGNAL JEANETTE DRIVE RCI 342 HCM 6th Signalized Intersection Summary 6: Franklin Turnpike & Ridgecrest Drive/Business 02/02/2024 2045 RJ ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 140 1 59 0 0 0 16 428 5 0 926 21 Future Volume (veh/h) 140 1 59 0 0 0 16 428 5 0 926 21 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1900 1900 1900 1900 1900 1900 1826 1900 1900 1870 1737 Adj Flow Rate, veh/h 152 1600017465001007 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %2000000500211 Cap, veh/h 379 25 153 341 5 0 321 2015 935 677 1435 594 Arrive On Green 0.11 0.11 0.11 0.00 0.00 0.00 0.02 0.58 0.00 0.00 0.40 0.00 Sat Flow, veh/h 1781 235 1411 1810 1900 0 1810 3469 1610 1810 3554 1472 Grp Volume(v), veh/h 152 0700017465001007 0 Grp Sat Flow(s),veh/h/ln 1781 0 1646 1810 1900 0 1810 1735 1610 1810 1777 1472 Q Serve(g_s), s 3.2 0.0 0.1 0.0 0.0 0.0 0.2 2.5 0.0 0.0 9.1 0.0 Cycle Q Clear(g_c), s 3.2 0.0 0.1 0.0 0.0 0.0 0.2 2.5 0.0 0.0 9.1 0.0 Prop In Lane 1.00 0.86 1.00 0.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 379 0 178 341 5 0 321 2015 935 677 1435 594 V/C Ratio(X) 0.40 0.00 0.04 0.00 0.00 0.00 0.05 0.23 0.00 0.00 0.70 0.00 Avail Cap(c_a), veh/h 417 0 213 570 246 0 516 2015 935 907 1933 801 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 16.7 0.0 15.4 0.0 0.0 0.0 7.5 3.9 0.0 0.0 9.6 0.0 Incr Delay (d2), s/veh 0.7 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.1 0.0 0.0 0.0 0.0 0.3 0.0 0.0 2.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.4 0.0 15.5 0.0 0.0 0.0 7.6 4.0 0.0 0.0 10.3 0.0 LnGrp LOS BABAAAAAAABA Approach Vol, veh/h 159 0 482 1007 Approach Delay, s/veh 17.3 0.0 4.1 10.3 Approach LOS B A B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 0.0 28.4 0.0 10.2 6.8 21.6 10.2 0.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 21.0 5.0 5.0 5.0 21.0 5.0 5.0 Max Q Clear Time (g_c+I1), s 0.0 4.5 0.0 2.1 2.2 11.1 5.2 0.0 Green Ext Time (p_c), s 0.0 2.5 0.0 0.0 0.0 4.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 9.2 HCM 6th LOS A 343 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 02/02/2024 2045 RJ ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 118 23 420 956 31 Future Vol, veh/h 0 118 23 420 956 31 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 300 - - 100 Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 355111 Mvmt Flow 0 128 25 457 1039 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 520 1073 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.96 4.2 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.33 2.25 - - - Pot Cap-1 Maneuver 0 498 628 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 498 628 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 14.7 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 628 - 498 - - HCM Lane V/C Ratio 0.04 - 0.258 - - HCM Control Delay (s) 11 - 14.7 - - HCM Lane LOS B - B - - HCM 95th %tile Q(veh) 0.1 - 1 - - 344 HCM 6th Signalized Intersection Summary 6: Franklin Turnpike & Ridgecrest Drive/Business 02/02/2024 2045 RJ ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 72 0 43 7 0 0 50 946 1 0 623 40 Future Volume (veh/h) 72 0 43 7 0 0 50 946 1 0 623 40 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1885 1900 1856 1900 1900 1900 1900 1885 1900 1900 1885 1900 Adj Flow Rate, veh/h 78 00800541028 0 0 677 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %103000010010 Cap, veh/h 355 6 0 236 6 0 451 2015 906 437 1158 521 Arrive On Green 0.08 0.00 0.00 0.01 0.00 0.00 0.06 0.56 0.00 0.00 0.32 0.00 Sat Flow, veh/h 1795 1900 0 1810 1900 0 1810 3582 1610 1810 3582 1610 Grp Volume(v), veh/h 78 00800541028 0 0 677 0 Grp Sat Flow(s),veh/h/ln 1795 1900 0 1810 1900 0 1810 1791 1610 1810 1791 1610 Q Serve(g_s), s 1.4 0.0 0.0 0.1 0.0 0.0 0.6 5.9 0.0 0.0 5.3 0.0 Cycle Q Clear(g_c), s 1.4 0.0 0.0 0.1 0.0 0.0 0.6 5.9 0.0 0.0 5.3 0.0 Prop In Lane 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 355 6 0 236 6 0 451 2015 906 437 1158 521 V/C Ratio(X) 0.22 0.00 0.00 0.03 0.00 0.00 0.12 0.51 0.00 0.00 0.58 0.00 Avail Cap(c_a), veh/h 486 285 0 488 285 0 616 2258 1015 703 2258 1015 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 14.7 0.0 0.0 16.3 0.0 0.0 7.0 4.5 0.0 0.0 9.4 0.0 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.1 0.0 0.0 0.1 0.2 0.0 0.0 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.0 0.1 0.0 0.0 0.1 0.4 0.0 0.0 1.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.0 0.0 0.0 16.3 0.0 0.0 7.1 4.7 0.0 0.0 9.9 0.0 LnGrp LOS BAABAAAAAAAA Approach Vol, veh/h 78 8 1082 677 Approach Delay, s/veh 15.0 16.3 4.8 9.9 Approach LOS BBAA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 0.0 24.7 6.4 2.2 8.0 16.8 8.6 0.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 21.0 5.0 5.0 5.0 21.0 5.0 5.0 Max Q Clear Time (g_c+I1), s 0.0 7.9 2.1 0.0 2.6 7.3 3.4 0.0 Green Ext Time (p_c), s 0.0 5.5 0.0 0.0 0.0 3.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 7.1 HCM 6th LOS A 345 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 02/02/2024 2045 RJ ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 57 117 989 617 56 Future Vol, veh/h 0 57 117 989 617 56 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 300 - - 100 Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01110 Mvmt Flow 0 62 127 1075 671 61 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 336 732 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.9 4.12 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.3 2.21 - - - Pot Cap-1 Maneuver 0 666 875 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 666 875 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 11 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 875 - 666 - - HCM Lane V/C Ratio 0.145 - 0.093 - - HCM Control Delay (s) 9.8 - 11 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.5 - 0.3 - - 346 Queuing and Blocking Report RJ ALT1 02/02/2024 2045 RJ ALT1 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB EB NB NB NB NB SB SB SB Directions Served L TR L T T R T T R Maximum Queue (ft) 114 56 44 70 85 21 110 126 58 Average Queue (ft) 51 18 11 22 35 1 52 58 7 95th Queue (ft) 95 41 34 55 71 10 95 102 31 Link Distance (ft) 581 581 930 930 1030 1030 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 100 Storage Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 0 0 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB Directions Served R L Maximum Queue (ft) 83 43 Average Queue (ft) 36 11 95th Queue (ft) 68 37 Link Distance (ft) 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 347 Arterial Level of Service RJ ALT1 02/13/2024 2045 RJ ALT1 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Jeanette Drive 7 1.1 27.5 0.3 43 Business 6 3.9 18.4 0.2 37 Total 5.0 45.9 0.5 41 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Ridgecrest Drive 6 6.2 22.7 0.2 33 Jeanette Drive 7 2.8 18.0 0.2 38 Total 9.1 40.7 0.4 35 348 Queuing and Blocking Report RJ ALT1 02/02/2024 2045 RJ ALT1 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB EB WB NB NB NB SB SB SB Directions Served L TR L L TTTTR Maximum Queue (ft) 82 44 33 50 103 105 88 112 71 Average Queue (ft) 31 15 5 22 41 52 38 45 12 95th Queue (ft) 61 35 23 47 86 97 72 89 46 Link Distance (ft) 581 581 210 930 930 1030 1030 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB SB SB Directions Served R L T R Maximum Queue (ft) 43 76 2 26 Average Queue (ft) 19 31 0 1 95th Queue (ft) 39 62 2 12 Link Distance (ft) 568 930 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 349 Arterial Level of Service RJ ALT1 02/13/2024 2045 RJ ALT1 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Jeanette Drive 7 2.2 28.6 0.3 42 Business 6 4.6 19.5 0.2 35 Total 6.8 48.1 0.5 39 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Ridgecrest Drive 6 4.9 21.0 0.2 36 Jeanette Drive 7 2.4 17.6 0.2 38 Total 7.3 38.6 0.4 37 350 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-2 RIDGECREST DRIVE ROUNDABOUT 351 352 353 354 355 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-2 RIDGECREST DRIVE AND JEANETTE DRIVE RCIS 356 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 02/13/2024 2045 RJ ALT2 AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 135 0 0 0 16 568 6 0 926 21 Future Vol, veh/h 0 0 135 0 0 0 16 568 6 0 926 21 Conflicting Peds, #/hr 0 00202002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - 100 300 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 000000500211 Mvmt Flow 0 0 147 0 0 0 17 617 7 0 1007 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 504 - - 313 1030 0 0 626 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 6.9 - - 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.3 - - 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 0 0 518 0 0 689 682 - - 965 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 518 - - 686 682 - - 963 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 14.7 0 0.3 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 682 - - 518 - 963 - - HCM Lane V/C Ratio 0.026 - - 0.283 ---- HCM Control Delay (s) 10.4 - - 14.7 0 0 - - HCM Lane LOS B - - B A A - - HCM 95th %tile Q(veh) 0.1 - - 1.2 - 0 - - 357 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 02/13/2024 2045 RJ ALT2 AM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 183 23 561 1032 31 Future Vol, veh/h 0 183 23 561 1032 31 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 300 - - 100 Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 455111 Mvmt Flow 0 199 25 610 1122 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 561 1156 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.98 4.2 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.34 2.25 - - - Pot Cap-1 Maneuver 0 466 583 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 466 583 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 18.4 0.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 583 - 466 - - HCM Lane V/C Ratio 0.043 - 0.427 - - HCM Control Delay (s) 11.5 - 18.4 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0.1 - 2.1 - - 358 HCM 6th TWSC 71: Franklin Turnpike & South U-turn Location 02/13/2024 2045 RJ ALT2 AM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 443 0 141 0 1074 Future Vol, veh/h 0 0 443 0 141 0 1074 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length - 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 050201 Mvmt Flow 0 0 482 0 153 0 1167 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 241 0 - 482 - - Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 - - 6.44 - - Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 - - 2.52 - - Pot Cap-1 Maneuver 0 766 - 0 711 0 - Stage 1 0 - - 0 - 0 - Stage 2 0 - - 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 766 - - 711 - - Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach WB NB SB HCM Control Delay, s 0 0 1.3 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBU SBT Capacity (veh/h) - - 711 - HCM Lane V/C Ratio - - 0.216 - HCM Control Delay (s) - 0 11.4 - HCM Lane LOS - A B - HCM 95th %tile Q(veh) - - 0.8 - 359 HCM 6th TWSC 72: Franklin Turnpike & North U-turn Location 02/13/2024 2045 RJ ALT2 AM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 0 0 568 947 0 Future Vol, veh/h 0 0 0 0 568 947 0 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 300 - - - Veh in Median Storage, # 1 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 000520 Mvmt Flow 0 0 0 0 617 1029 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 515 1029 - 0 - 0 Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 6.4 ---- Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 2.5 ---- Pot Cap-1 Maneuver 0 510 323 0 - - 0 Stage 1 0 - - 0 - - 0 Stage 2 0 - - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 510 323 ---- Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach EB NB SB HCM Control Delay, s 0 0 0 HCM LOS A Minor Lane/Major Mvmt NBU NBTEBLn1 SBT Capacity (veh/h) 323 - - - HCM Lane V/C Ratio ---- HCM Control Delay (s) 0 - 0 - HCM Lane LOS A - A - HCM 95th %tile Q(veh) 0 - - - 360 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 02/13/2024 2045 RJ ALT2 PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 72 0 0 7 50 1018 1 0 630 40 Future Vol, veh/h 0 0 72 0 0 7 50 1018 1 0 630 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - 100 300 - 100 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 03000010010 Mvmt Flow 0 0 78 0 0 8 54 1107 1 0 685 43 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 343 - - 554 728 0 0 1108 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 6.96 - - 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.33 - - 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 0 0 650 0 0 481 885 - - 638 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 650 - - 481 885 - - 638 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 11.3 12.6 0.4 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 885 - - 650 481 638 - - HCM Lane V/C Ratio 0.061 - - 0.12 0.016 - - - HCM Control Delay (s) 9.3 - - 11.3 12.6 0 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0.2 - - 0.4 0 0 - - 361 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 02/13/2024 2045 RJ ALT2 PM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 1.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 100 117 1061 646 56 Future Vol, veh/h 0 100 117 1061 646 56 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 300 - - 100 Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01110 Mvmt Flow 0 109 127 1153 702 61 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 351 763 0 - 0 Stage 1 ------ Stage 2 ------ Critical Hdwy - 6.9 4.12 - - - Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy - 3.3 2.21 - - - Pot Cap-1 Maneuver 0 651 852 - - - Stage 1 0 ----- Stage 2 0 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver - 651 852 - - - Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB NB SB HCM Control Delay, s 11.6 1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 852 - 651 - - HCM Lane V/C Ratio 0.149 - 0.167 - - HCM Control Delay (s) 10 - 11.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.5 - 0.6 - - 362 HCM 6th TWSC 71: Franklin Turnpike & South U-turn Location 02/13/2024 2045 RJ ALT2 PM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 1106 0 72 0 674 Future Vol, veh/h 0 0 1106 0 72 0 674 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length - 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 010201 Mvmt Flow 0 0 1202 0 78 0 733 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 601 0 - 1202 - - Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 - - 6.44 - - Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 - - 2.52 - - Pot Cap-1 Maneuver 0 448 - 0 246 0 - Stage 1 0 - - 0 - 0 - Stage 2 0 - - 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 448 - - 246 - - Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach WB NB SB HCM Control Delay, s 0 0 2.5 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBU SBT Capacity (veh/h) - - 246 - HCM Lane V/C Ratio - - 0.318 - HCM Control Delay (s) - 0 26.3 - HCM Lane LOS - A D - HCM 95th %tile Q(veh) - - 1.3 - 363 HCM 6th TWSC 72: Franklin Turnpike & North U-turn Location 02/13/2024 2045 RJ ALT2 PM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 7 0 1018 663 0 Future Vol, veh/h 0 0 7 0 1018 663 0 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 300 - - - Veh in Median Storage, # 1 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 000110 Mvmt Flow 0 0 8 0 1107 721 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 361 721 - 0 - 0 Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 6.4 ---- Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 2.5 ---- Pot Cap-1 Maneuver 0 641 508 0 - - 0 Stage 1 0 - - 0 - - 0 Stage 2 0 - - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 641 508 ---- Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach EB NB SB HCM Control Delay, s 0 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBU NBTEBLn1 SBT Capacity (veh/h) 508 - - - HCM Lane V/C Ratio 0.015 - - - HCM Control Delay (s) 12.2 - 0 - HCM Lane LOS B - A - HCM 95th %tile Q(veh) 0 - - - 364 Queuing and Blocking Report RJ ALT2 02/13/2024 2045 RJ ALT2 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB NB NB NB SB SB SB Directions Served R L TTTTR Maximum Queue (ft) 93 33 13 16 23 47 8 Average Queue (ft) 43 700120 95th Queue (ft) 74 25 5 8 12 18 8 Link Distance (ft) 581 935 935 535 535 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB SB Directions Served R L T Maximum Queue (ft) 112 41 2 Average Queue (ft) 50 12 0 95th Queue (ft) 89 38 2 Link Distance (ft) 568 935 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 71: Franklin Turnpike & South U-turn Location Movement SB Directions Served U Maximum Queue (ft) 72 Average Queue (ft) 30 95th Queue (ft) 61 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 365 Queuing and Blocking Report RJ ALT2 02/13/2024 2045 RJ ALT2 AM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 72: Franklin Turnpike & North U-turn Location Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 366 Arterial Level of Service RJ ALT2 02/13/2024 2045 RJ ALT2 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed South U-turn Locatio 71 0.9 15.4 0.2 42 Jeanette Drive 7 0.6 13.7 0.2 39 Business 6 0.6 15.3 0.2 44 North U-turn Locatio 72 0.4 9.5 0.1 43 Total 2.4 54.0 0.6 42 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed North U-turn Locatio 72 0.4 8.3 0.1 41 Ridgecrest Drive 6 1.0 9.9 0.1 41 Jeanette Drive 7 1.3 16.4 0.2 41 South U-turn Locatio 71 0.8 12.9 0.2 42 Total 3.6 47.4 0.5 41 367 Queuing and Blocking Report RJ ALT2 02/13/2024 2045 RJ ALT2 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB WB NB Directions Served R R L Maximum Queue (ft) 68 28 46 Average Queue (ft) 30 5 16 95th Queue (ft) 53 20 41 Link Distance (ft) 581 209 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB SB Directions Served R L R Maximum Queue (ft) 64 72 17 Average Queue (ft) 28 32 1 95th Queue (ft) 49 60 7 Link Distance (ft) 568 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 71: Franklin Turnpike & South U-turn Location Movement SB Directions Served U Maximum Queue (ft) 57 Average Queue (ft) 26 95th Queue (ft) 53 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 368 Queuing and Blocking Report RJ ALT2 02/13/2024 2045 RJ ALT2 PM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 72: Franklin Turnpike & North U-turn Location Movement NB Directions Served U Maximum Queue (ft) 28 Average Queue (ft) 3 95th Queue (ft) 19 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 369 Arterial Level of Service RJ ALT2 02/13/2024 2045 RJ ALT2 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed South U-turn Locatio 71 1.3 15.9 0.2 41 Jeanette Drive 7 1.2 13.1 0.2 41 Business 6 1.1 16.1 0.2 42 North U-turn Locatio 72 0.7 9.8 0.1 42 Total 4.3 54.9 0.6 41 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed North U-turn Locatio 72 0.3 8.0 0.1 43 Ridgecrest Drive 6 0.5 9.4 0.1 43 Jeanette Drive 7 1.1 16.1 0.2 42 South U-turn Locatio 71 0.6 12.6 0.2 43 Total 2.5 46.1 0.5 43 370 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-3 ORPHANAGE ROAD TRAFFIC SIGNAL 371 HCM 6th Signalized Intersection Summary 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 02/02/2024 2045 Orphanage ALT2 AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 71 1 55 37 5 8 47 451 22 3 1078 75 Future Volume (veh/h) 71 1 55 37 5 8 47 451 22 3 1078 75 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1900 1767 1900 1900 1900 1737 1826 1900 1900 1870 1870 Adj Flow Rate, veh/h 73 1 17 38 5 2 48 465 18 3 1111 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %4090001150022 Cap, veh/h 323 8 130 312 81 32 260 1446 56 450 1354 604 Arrive On Green 0.06 0.08 0.08 0.04 0.06 0.06 0.05 0.42 0.42 0.00 0.38 0.00 Sat Flow, veh/h 1753 90 1534 1810 1287 515 1654 3405 132 1810 3554 1585 Grp Volume(v), veh/h 73 0 18 38 0 7 48 237 246 3 1111 0 Grp Sat Flow(s),veh/h/ln 1753 0 1624 1810 0 1801 1654 1735 1802 1810 1777 1585 Q Serve(g_s), s 2.0 0.0 0.6 1.0 0.0 0.2 0.9 4.9 4.9 0.1 15.1 0.0 Cycle Q Clear(g_c), s 2.0 0.0 0.6 1.0 0.0 0.2 0.9 4.9 4.9 0.1 15.1 0.0 Prop In Lane 1.00 0.94 1.00 0.29 1.00 0.07 1.00 1.00 Lane Grp Cap(c), veh/h 323 0 137 312 0 113 260 737 765 450 1354 604 V/C Ratio(X) 0.23 0.00 0.13 0.12 0.00 0.06 0.18 0.32 0.32 0.01 0.82 0.00 Avail Cap(c_a), veh/h 378 0 544 407 0 603 335 742 771 611 1521 678 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 21.5 0.0 22.8 21.0 0.0 23.7 11.4 10.3 10.3 9.0 15.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 0.4 0.2 0.0 0.2 0.3 0.2 0.2 0.0 3.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 0.0 0.2 0.4 0.0 0.1 0.3 1.4 1.5 0.0 5.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.8 0.0 23.2 21.2 0.0 23.9 11.7 10.5 10.5 9.0 18.3 0.0 LnGrp LOS C A C C A C BBBABA Approach Vol, veh/h 91 45 531 1114 Approach Delay, s/veh 22.1 21.6 10.7 18.3 Approach LOS C C B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.2 28.8 8.2 10.5 8.6 26.5 9.3 9.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 23.0 5.0 18.0 5.0 23.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 2.1 6.9 3.0 2.6 2.9 17.1 4.0 2.2 Green Ext Time (p_c), s 0.0 2.3 0.0 0.0 0.0 3.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 16.3 HCM 6th LOS B 372 HCM 6th Signalized Intersection Summary 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 02/02/2024 2045 Orphanage ALT2 PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 101 4 92 21 1 2 93 1105 36 4 693 87 Future Volume (veh/h) 101 4 92 21 1 2 93 1105 36 4 693 87 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 0.99 0.99 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1885 1811 1900 1885 1870 Adj Flow Rate, veh/h 110 4 24 23 1 0 101 1201 36 4 753 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %000000016012 Cap, veh/h 358 27 160 316 126 0 391 1498 45 197 1276 565 Arrive On Green 0.07 0.11 0.11 0.03 0.07 0.00 0.07 0.42 0.42 0.01 0.36 0.00 Sat Flow, veh/h 1810 233 1398 1810 1900 0 1810 3550 106 1810 3582 1585 Grp Volume(v), veh/h 110 0 28 23 1 0 101 606 631 4 753 0 Grp Sat Flow(s),veh/h/ln 1810 0 1631 1810 1900 0 1810 1791 1865 1810 1791 1585 Q Serve(g_s), s 3.1 0.0 0.9 0.6 0.0 0.0 1.9 16.4 16.4 0.1 9.5 0.0 Cycle Q Clear(g_c), s 3.1 0.0 0.9 0.6 0.0 0.0 1.9 16.4 16.4 0.1 9.5 0.0 Prop In Lane 1.00 0.86 1.00 0.00 1.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 358 0 186 316 126 0 391 756 787 197 1276 565 V/C Ratio(X) 0.31 0.00 0.15 0.07 0.01 0.00 0.26 0.80 0.80 0.02 0.59 0.00 Avail Cap(c_a), veh/h 385 0 528 430 615 0 458 902 939 350 1739 769 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 21.8 0.0 22.2 20.8 24.3 0.0 10.6 14.0 14.0 11.6 14.6 0.0 Incr Delay (d2), s/veh 0.5 0.0 0.4 0.1 0.0 0.0 0.3 4.4 4.3 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.3 0.3 0.0 0.0 0.6 5.8 6.1 0.0 3.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.3 0.0 22.6 20.9 24.3 0.0 11.0 18.5 18.3 11.6 15.0 0.0 LnGrp LOS C A C C C ABBBBBA Approach Vol, veh/h 138 24 1338 757 Approach Delay, s/veh 22.4 21.0 17.9 15.0 Approach LOS C C B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.3 29.5 7.5 12.4 9.9 25.8 10.2 9.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 28.0 5.0 18.0 6.0 27.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 2.1 18.4 2.6 2.9 3.9 11.5 5.1 2.0 Green Ext Time (p_c), s 0.0 5.0 0.0 0.1 0.0 4.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 17.2 HCM 6th LOS B 373 Queuing and Blocking Report Orphanage ALT2 02/02/2024 2045 Orphanage ALT2 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB EB WB WB NB NB NB SB SB SB SB Directions Served L TR L TR L T TR L T T R Maximum Queue (ft) 94 70 60 36 68 126 76 12 199 209 49 Average Queue (ft) 31 19 24 11 23 42 21 1 82 90 17 95th Queue (ft) 69 48 54 35 52 88 55 6 161 167 42 Link Distance (ft) 894 376 1226 1226 1061 1061 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 300 300 300 Storage Blk Time (%)0 Queuing Penalty (veh)0 374 Queuing and Blocking Report Orphanage ALT2 02/02/2024 2045 Orphanage ALT2 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB EB WB WB NB NB NB SB SB SB SB Directions Served L TR L TR L T TR L T T R Maximum Queue (ft) 95 56 47 33 77 147 139 19 129 135 56 Average Queue (ft) 40 20 13 4 33 68 57 2 49 60 20 95th Queue (ft) 76 43 40 21 64 119 107 11 100 108 47 Link Distance (ft) 894 376 1226 1226 1061 1061 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 300 300 300 Storage Blk Time (%) Queuing Penalty (veh) 375 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-3 ORPHANAGE ROAD RCI 376 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 02/13/2024 2045 Orphanage ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 127 0 0 50 47 522 23 3 1115 80 Future Vol, veh/h 0 0 127 0 0 50 47 522 23 3 1115 80 Conflicting Peds, #/hr 0 00303003300 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 060001150022 Mvmt Flow 0 0 131 0 0 52 48 538 24 3 1149 82 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 616 - - 287 1231 0 0 565 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 7.02 - - 6.9 4.32 - - 4.1 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.36 - - 3.3 2.31 - - 2.2 - - Pot Cap-1 Maneuver 0 0 424 0 0 716 515 - - 1017 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 424 - - 712 515 - - 1014 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 17.2 10.5 1 0 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 515 - - 424 712 1014 - - HCM Lane V/C Ratio 0.094 - - 0.309 0.072 0.003 - - HCM Control Delay (s) 12.7 - - 17.2 10.5 8.6 - - HCM Lane LOS B - - C B A - - HCM 95th %tile Q(veh) 0.3 - - 1.3 0.2 0 - - 377 HCM 6th TWSC 1001: Franklin Turnpike & North U-turn Location 02/13/2024 2045 Orphanage ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 44 0 528 1154 0 Future Vol, veh/h 0 0 44 0 528 1154 0 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 300 - - - Veh in Median Storage, # 1 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 000520 Mvmt Flow 0 0 48 0 574 1254 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 627 1254 - 0 - 0 Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 6.4 ---- Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 2.5 ---- Pot Cap-1 Maneuver 0 431 232 0 - - 0 Stage 1 0 - - 0 - - 0 Stage 2 0 - - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 431 232 ---- Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach EB NB SB HCM Control Delay, s 0 1.9 0 HCM LOS A Minor Lane/Major Mvmt NBU NBTEBLn1 SBT Capacity (veh/h) 232 - - - HCM Lane V/C Ratio 0.206 - - - HCM Control Delay (s) 24.5 - 0 - HCM Lane LOS C - A - HCM 95th %tile Q(veh) 0.8 - - - 378 HCM 6th TWSC 1002: Franklin Turnpike & South U-turn Location 02/13/2024 2045 Orphanage ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 520 0 72 0 1170 Future Vol, veh/h 0 0 520 0 72 0 1170 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length - 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 050002 Mvmt Flow 0 0 565 0 78 0 1272 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 283 0 - 565 - - Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 - - 6.4 - - Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 - - 2.5 - - Pot Cap-1 Maneuver 0 720 - 0 638 0 - Stage 1 0 - - 0 - 0 - Stage 2 0 - - 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 720 - - 638 - - Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach WB NB SB HCM Control Delay, s 0 0 0.7 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBU SBT Capacity (veh/h) - - 638 - HCM Lane V/C Ratio - - 0.123 - HCM Control Delay (s) - 0 11.4 - HCM Lane LOS - A B - HCM 95th %tile Q(veh) - - 0.4 - 379 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 02/13/2024 2045 Orphanage ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 197 0 0 24 93 1206 40 4 714 88 Future Vol, veh/h 0 0 197 0 0 24 93 1206 40 4 714 88 Conflicting Peds, #/hr 0 04400404000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000016012 Mvmt Flow 0 0 214 0 0 26 101 1311 43 4 776 96 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 444 - - 681 876 0 0 1358 0 0 Stage 1 ------------ Stage 2 ------------ Critical Hdwy - - 6.9 - - 6.9 4.1 - - 4.1 - - Critical Hdwy Stg 1 ------------ Critical Hdwy Stg 2 ------------ Follow-up Hdwy - - 3.3 - - 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 0 0 567 0 0 398 779 - - 513 - - Stage 1 0 0 - 0 0 ------- Stage 2 0 0 - 0 0 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - - 563 - - 396 776 - - 511 - - Mov Cap-2 Maneuver ------------ Stage 1 ------------ Stage 2 ------------ Approach EB WB NB SB HCM Control Delay, s 15.3 14.7 0.7 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 776 - - 563 396 511 - - HCM Lane V/C Ratio 0.13 - - 0.38 0.066 0.009 - - HCM Control Delay (s) 10.3 - - 15.3 14.7 12.1 - - HCM Lane LOS B - - C B B - - HCM 95th %tile Q(veh) 0.4 - - 1.8 0.2 0 - - 380 HCM 6th TWSC 1001: Franklin Turnpike & North U-turn Location 02/13/2024 2045 Orphanage ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 22 0 1208 784 0 Future Vol, veh/h 0 0 22 0 1208 784 0 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length - 0 - 300 - - - Veh in Median Storage, # 1 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 000110 Mvmt Flow 0 0 24 0 1313 852 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 426 852 - 0 - 0 Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 6.4 ---- Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 2.5 ---- Pot Cap-1 Maneuver 0 582 419 0 - - 0 Stage 1 0 - - 0 - - 0 Stage 2 0 - - 0 - - 0 Platoon blocked, % - - Mov Cap-1 Maneuver - 582 419 ---- Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach EB NB SB HCM Control Delay, s 0 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBU NBTEBLn1 SBT Capacity (veh/h) 419 - - - HCM Lane V/C Ratio 0.057 - - - HCM Control Delay (s) 14.1 - 0 - HCM Lane LOS B - A - HCM 95th %tile Q(veh) 0.2 - - - 381 HCM 6th TWSC 1002: Franklin Turnpike & South U-turn Location 02/13/2024 2045 Orphanage ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 1234 0 105 0 806 Future Vol, veh/h 0 0 1234 0 105 0 806 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length - 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 92 92 92 92 92 92 92 Heavy Vehicles, % 0 010001 Mvmt Flow 0 0 1341 0 114 0 876 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 671 0 - 1341 - - Stage 1 ------- Stage 2 ------- Critical Hdwy - 6.9 - - 6.4 - - Critical Hdwy Stg 1 ------- Critical Hdwy Stg 2 ------- Follow-up Hdwy - 3.3 - - 2.5 - - Pot Cap-1 Maneuver 0 404 - 0 204 0 - Stage 1 0 - - 0 - 0 - Stage 2 0 - - 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - 404 - - 204 - - Mov Cap-2 Maneuver ------- Stage 1 ------- Stage 2 ------- Approach WB NB SB HCM Control Delay, s 0 0 5 HCM LOS A Minor Lane/Major Mvmt NBTWBLn1 SBU SBT Capacity (veh/h) - - 204 - HCM Lane V/C Ratio - - 0.559 - HCM Control Delay (s) - 0 43 - HCM Lane LOS - A E - HCM 95th %tile Q(veh) - - 3 - 382 Queuing and Blocking Report Orphanage ALT1 02/13/2024 2045 Orphanage ALT1 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB NB SB SB SB Directions Served R R L T TR L T TR Maximum Queue (ft) 104 52 82 21 14 13 34 51 Average Queue (ft) 37 26 24 11124 95th Queue (ft) 74 47 59 11 7 8 16 26 Link Distance (ft) 910 376 474 474 504 504 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1001: Franklin Turnpike & North U-turn Location Movement NB Directions Served U Maximum Queue (ft) 52 Average Queue (ft) 18 95th Queue (ft) 43 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1002: Franklin Turnpike & South U-turn Location Movement SB Directions Served U Maximum Queue (ft) 55 Average Queue (ft) 20 95th Queue (ft) 46 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 383 Arterial Level of Service Orphanage ALT1 02/13/2024 2045 Orphanage ALT1 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed South U-turn Locatio 1002 0.3 8.7 0.1 44 Turnpike Townhomes 10 0.4 8.8 0.1 41 North U-turn Locatio 1001 0.3 8.8 0.1 44 Total 1.0 26.4 0.3 43 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed North U-turn Locatio 1001 1.1 10.0 0.1 39 Orphanage Road 10 1.8 10.3 0.1 38 South U-turn Locatio 1002 0.9 9.1 0.1 40 Total 3.8 29.4 0.3 39 384 Queuing and Blocking Report Orphanage ALT1 02/13/2024 2045 Orphanage ALT1 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB NB SB SB SB Directions Served R R L T TR L T TR Maximum Queue (ft) 92 51 67 28 27 22 18 33 Average Queue (ft) 40 17 24 21212 95th Queue (ft) 74 44 53 15 12 11 8 17 Link Distance (ft) 910 376 474 474 504 504 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1001: Franklin Turnpike & North U-turn Location Movement NB Directions Served U Maximum Queue (ft) 33 Average Queue (ft) 8 95th Queue (ft) 29 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 1002: Franklin Turnpike & South U-turn Location Movement SB Directions Served U Maximum Queue (ft) 79 Average Queue (ft) 37 95th Queue (ft) 65 Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 0 385 Arterial Level of Service Orphanage ALT1 02/13/2024 2045 Orphanage ALT1 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed South U-turn Locatio 1002 0.5 9.1 0.1 43 Turnpike Townhomes 10 1.0 8.9 0.1 40 North U-turn Locatio 1001 0.5 9.2 0.1 42 Total 2.0 27.2 0.3 42 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed North U-turn Locatio 1001 0.6 9.5 0.1 41 Orphanage Road 10 1.7 10.1 0.1 39 South U-turn Locatio 1002 0.8 9.1 0.1 40 Total 3.1 28.7 0.3 40 386 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-3 ORPHANAGE ROAD SINGLE LANE ROUNDABOUT 387 388 389 390 391 392 393 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-3 ORPHANAGE ROAD HYBRID ROUNDABOUT 394 395 396 397 398 399 400 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-4 ROAD DIET 401 HCM 6th TWSC 1: Franklin Turnpike & Hunting Hills Road 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 74 9 349 57 2 576 Future Vol, veh/h 74 9 349 57 2 576 Conflicting Peds, #/hr 1 10110 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 150 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 13 3401 Mvmt Flow 80 10 379 62 2 626 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1042 412 0 0 442 0 Stage 1 411 ----- Stage 2 631 ----- Critical Hdwy 6.45 6.33 - - 4.1 - Critical Hdwy Stg 1 5.45 ----- Critical Hdwy Stg 2 5.45 ----- Follow-up Hdwy 3.545 3.417 - - 2.2 - Pot Cap-1 Maneuver 251 617 - - 1129 - Stage 1 663 ----- Stage 2 525 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 250 616 - - 1128 - Mov Cap-2 Maneuver 378 ----- Stage 1 662 ----- Stage 2 523 ----- Approach WB NB SB HCM Control Delay, s 16.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 395 1128 - HCM Lane V/C Ratio - - 0.228 0.002 - HCM Control Delay (s) - - 16.8 8.2 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.9 0 - 402 HCM 6th TWSC 2: Franklin Turnpike & Golf Club Road 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 3.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 23 153 105 415 668 9 Future Vol, veh/h 23 153 105 415 668 9 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 05420 Mvmt Flow 25 166 114 451 726 10 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1410 731 736 0 - 0 Stage 1 731 ----- Stage 2 679 ----- Critical Hdwy 6.45 6.2 4.15 - - - Critical Hdwy Stg 1 5.45 ----- Critical Hdwy Stg 2 5.45 ----- Follow-up Hdwy 3.545 3.3 2.245 - - - Pot Cap-1 Maneuver 150 425 856 - - - Stage 1 471 ----- Stage 2 498 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 130 425 856 - - - Mov Cap-2 Maneuver 263 ----- Stage 1 408 ----- Stage 2 498 ----- Approach EB NB SB HCM Control Delay, s 22.5 2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 856 - 393 - - HCM Lane V/C Ratio 0.133 - 0.487 - - HCM Control Delay (s) 9.9 - 22.5 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.5 - 2.6 - - 403 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 53 44 475 29 52 800 Future Vol, veh/h 53 44 475 29 52 800 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 3 4 19 4 2 Mvmt Flow 58 48 516 32 57 870 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1516 532 0 0 548 0 Stage 1 532 ----- Stage 2 984 ----- Critical Hdwy 6.42 6.23 - - 4.14 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.327 - - 2.236 - Pot Cap-1 Maneuver 131 546 - - 1011 - Stage 1 589 ----- Stage 2 362 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 124 546 - - 1011 - Mov Cap-2 Maneuver 249 ----- Stage 1 589 ----- Stage 2 342 ----- Approach WB NB SB HCM Control Delay, s 20.9 0 0.5 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 331 1011 - HCM Lane V/C Ratio - - 0.319 0.056 - HCM Control Delay (s) - - 20.9 8.8 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 1.3 0.2 - 404 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 10 1 497 880 2 Future Vol, veh/h 7 10 1 497 880 2 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 14 10 100 5 2 0 Mvmt Flow 8 11 1 540 957 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1500 958 959 0 - 0 Stage 1 958 ----- Stage 2 542 ----- Critical Hdwy 6.54 6.3 5.1 - - - Critical Hdwy Stg 1 5.54 ----- Critical Hdwy Stg 2 5.54 ----- Follow-up Hdwy 3.626 3.39 3.1 - - - Pot Cap-1 Maneuver 126 301 438 - - - Stage 1 354 ----- Stage 2 560 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 126 301 438 - - - Mov Cap-2 Maneuver 251 ----- Stage 1 353 ----- Stage 2 560 ----- Approach EB NB SB HCM Control Delay, s 18.9 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 438 - 278 - - HCM Lane V/C Ratio 0.002 - 0.066 - - HCM Control Delay (s) 13.2 - 18.9 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.2 - - 405 HCM 6th TWSC 5: Franklin Turnpike & Mt Hermon Circle S 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 59 7 532 48 6 887 Future Vol, veh/h 59 7 532 48 6 887 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 05002 Mvmt Flow 64 8 578 52 7 964 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1582 604 0 0 630 0 Stage 1 604 ----- Stage 2 978 ----- 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 121 502 - - 962 - Stage 1 550 ----- Stage 2 368 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 120 502 - - 962 - Mov Cap-2 Maneuver 252 ----- Stage 1 550 ----- Stage 2 365 ----- Approach WB NB SB HCM Control Delay, s 23.5 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 266 962 - HCM Lane V/C Ratio - - 0.27 0.007 - HCM Control Delay (s) - - 23.5 8.8 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 1.1 0 - 406 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 17.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 1 59 0 0 0 16 493 5 0 926 21 Future Vol, veh/h 75 1 59 0 0 0 16 493 5 0 926 21 Conflicting Peds, #/hr 0 00202002200 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0300-100300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 000000500211 Mvmt Flow 82 1 64 0 0 0 17 536 5 0 1007 23 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1594 1596 1021 1625 1602 540 1030 0 0 543 0 0 Stage 1 1019 1019 - 572 572 ------- Stage 2 575 577 - 1053 1030 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 87 108 289 83 107 546 682 - - 1036 - - Stage 1 288 317 - 509 508 ------- Stage 2 507 505 - 276 313 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 85 105 288 63 104 544 682 - - 1034 - - Mov Cap-2 Maneuver 85 105 - 63 104 ------- Stage 1 281 317 - 495 494 ------- Stage 2 493 491 - 213 313 ------- Approach EB WB NB SB HCM Control Delay, s 210.4 0 0.3 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 682 - - 123 - - 1034 - - HCM Lane V/C Ratio 0.026 - - 1.193 ----- HCM Control Delay (s) 10.4 - - 210.4 0 0 0 - - HCM Lane LOS B - - F A A A - - HCM 95th %tile Q(veh) 0.1 - - 9 - - 0 - - 407 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 7 Intersection Int Delay, s/veh 6.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 65 118 23 420 956 31 Future Vol, veh/h 65 118 23 420 956 31 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 355111 Mvmt Flow 71 128 25 457 1039 34 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1563 1056 1073 0 - 0 Stage 1 1056 ----- Stage 2 507 ----- Critical Hdwy 6.45 6.23 4.15 - - - Critical Hdwy Stg 1 5.45 ----- Critical Hdwy Stg 2 5.45 ----- Follow-up Hdwy 3.545 3.327 2.245 - - - Pot Cap-1 Maneuver 121 273 638 - - - Stage 1 330 ----- Stage 2 599 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 116 273 638 - - - Mov Cap-2 Maneuver 235 ----- Stage 1 317 ----- Stage 2 599 ----- Approach EB NB SB HCM Control Delay, s 54 0.6 0 HCM LOS F Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 638 - 258 - - HCM Lane V/C Ratio 0.039 - 0.771 - - HCM Control Delay (s) 10.9 - 54 - - HCM Lane LOS B - F - - HCM 95th %tile Q(veh) 0.1 - 5.7 - - 408 HCM 6th TWSC 8: Franklin Turnpike & Eagle Lane 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 8 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 9 432 7 6 1071 Future Vol, veh/h 10 9 432 7 6 1071 Conflicting Peds, #/hr 4 30430 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 11 13 4 33 20 2 Mvmt Flow 11 10 470 8 7 1164 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1660 481 0 0 482 0 Stage 1 478 ----- Stage 2 1182 ----- Critical Hdwy 6.51 6.33 - - 4.3 - Critical Hdwy Stg 1 5.51 ----- Critical Hdwy Stg 2 5.51 ----- Follow-up Hdwy 3.599 3.417 - - 2.38 - Pot Cap-1 Maneuver 102 563 - - 993 - Stage 1 605 ----- Stage 2 279 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 100 559 - - 989 - Mov Cap-2 Maneuver 210 ----- Stage 1 603 ----- Stage 2 276 ----- Approach WB NB SB HCM Control Delay, s 18 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 298 989 - HCM Lane V/C Ratio - - 0.069 0.007 - HCM Control Delay (s) - - 18 8.7 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.2 0 - 409 HCM 6th TWSC 9: Franklin Turnpike & Access/Afton Road 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 9 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 17 24 0 14 29 446 11 4 1092 1 Future Vol, veh/h 3 0 17 24 0 14 29 446 11 4 1092 1 Conflicting Peds, #/hr 5 05101501105 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 67 0 13 0084302510 Mvmt Flow 3 0 18 26 0 15 32 485 12 4 1187 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1769 1763 1198 1766 1757 497 1193 0 0 498 0 0 Stage 1 1201 1201 - 556 556 ------- Stage 2 568 562 - 1210 1201 ------- Critical Hdwy 7.77 6.5 6.33 7.1 6.5 6.28 4.14 - - 4.35 - - Critical Hdwy Stg 1 6.77 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.77 5.5 - 6.1 5.5 ------- Follow-up Hdwy 4.103 4 3.417 3.5 4 3.372 2.236 - - 2.425 - - Pot Cap-1 Maneuver 45 85 215 66 86 561 578 - - 957 - - Stage 1 168 260 - 519 516 ------- Stage 2 410 513 - 225 260 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 41 79 213 57 80 558 575 - - 956 - - Mov Cap-2 Maneuver 41 79 - 57 80 ------- Stage 1 158 258 - 489 487 ------- Stage 2 375 484 - 204 258 ------- Approach EB WB NB SB HCM Control Delay, s 37.9 82.2 0.7 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 575 - - 131 85 956 - - HCM Lane V/C Ratio 0.055 - - 0.166 0.486 0.005 - - HCM Control Delay (s) 11.6 - - 37.9 82.2 8.8 - - HCM Lane LOS B - - E F A - - HCM 95th %tile Q(veh) 0.2 - - 0.6 2.1 0 - - 410 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline Synchro 11 Report EPRpc Page 10 Intersection Int Delay, s/veh 30.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 71 1 55 37 5 8 47 451 22 3 1078 75 Future Vol, veh/h 71 1 55 37 5 8 47 451 22 3 1078 75 Conflicting Peds, #/hr 0 00303003300 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 4 090001150022 Mvmt Flow 73 1 57 38 5 8 48 465 23 3 1111 77 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1738 1743 1153 1764 1770 483 1188 0 0 491 0 0 Stage 1 1156 1156 - 576 576 ------- Stage 2 582 587 - 1188 1194 ------- Critical Hdwy 7.14 6.5 6.29 7.1 6.5 6.2 4.21 - - 4.1 - - Critical Hdwy Stg 1 6.14 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.14 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.536 4 3.381 3.5 4 3.3 2.299 - - 2.2 - - Pot Cap-1 Maneuver ~ 68 88 233 66 84 588 557 - - 1083 - - Stage 1 237 273 - 506 505 ------- Stage 2 495 500 - 232 262 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 59 80 232 46 76 585 557 - - 1080 - - Mov Cap-2 Maneuver ~ 59 80 - 46 76 ------- Stage 1 217 272 - 461 460 ------- Stage 2 440 456 - 174 261 ------- Approach EB WB NB SB HCM Control Delay, s$ 362.3 208.4 1.1 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 557 - - 87 57 1080 - - HCM Lane V/C Ratio 0.087 - - 1.505 0.904 0.003 - - HCM Control Delay (s) 12.1 - -$ 362.3 208.4 8.3 - - HCM Lane LOS B - - F F A - - HCM 95th %tile Q(veh) 0.3 - - 10.3 4.1 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 411 HCM 6th TWSC 1: Franklin Turnpike & Hunting Hills Road 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 71 1 487 72 5 260 Future Vol, veh/h 71 1 487 72 5 260 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 150 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01200 Mvmt Flow 77 1 529 78 5 283 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 861 568 0 0 607 0 Stage 1 568 ----- Stage 2 293 ----- 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 329 526 - - 981 - Stage 1 571 ----- Stage 2 762 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 327 526 - - 981 - Mov Cap-2 Maneuver 441 ----- Stage 1 571 ----- Stage 2 758 ----- Approach WB NB SB HCM Control Delay, s 14.9 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 442 981 - HCM Lane V/C Ratio - - 0.177 0.006 - HCM Control Delay (s) - - 14.9 8.7 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.6 0 - 412 HCM 6th TWSC 2: Franklin Turnpike & Golf Club Road 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 2 Intersection Int Delay, s/veh 3.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 161 216 547 315 13 Future Vol, veh/h 12 161 216 547 315 13 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 11110 Mvmt Flow 13 175 235 595 342 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1414 349 356 0 - 0 Stage 1 349 ----- Stage 2 1065 ----- Critical Hdwy 6.4 6.21 4.11 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.309 2.209 - - - Pot Cap-1 Maneuver 153 697 1208 - - - Stage 1 719 ----- Stage 2 334 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 123 697 1208 - - - Mov Cap-2 Maneuver 244 ----- Stage 1 579 ----- Stage 2 334 ----- Approach EB NB SB HCM Control Delay, s 13.4 2.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1208 - 617 - - HCM Lane V/C Ratio 0.194 - 0.305 - - HCM Control Delay (s) 8.7 - 13.4 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.7 - 1.3 - - 413 HCM 6th TWSC 3: Franklin Turnpike & Mt Hermon Circle N 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 3 Intersection Int Delay, s/veh 1.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 48 38 744 75 48 466 Future Vol, veh/h 48 38 744 75 48 466 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 5 01001 Mvmt Flow 52 41 809 82 52 507 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1461 850 0 0 891 0 Stage 1 850 ----- Stage 2 611 ----- Critical Hdwy 6.45 6.2 - - 4.1 - Critical Hdwy Stg 1 5.45 ----- Critical Hdwy Stg 2 5.45 ----- Follow-up Hdwy 3.545 3.3 - - 2.2 - Pot Cap-1 Maneuver 140 363 - - 769 - Stage 1 414 ----- Stage 2 536 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 130 363 - - 769 - Mov Cap-2 Maneuver 265 ----- Stage 1 414 ----- Stage 2 500 ----- Approach WB NB SB HCM Control Delay, s 22.3 0 0.9 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 301 769 - HCM Lane V/C Ratio - - 0.311 0.068 - HCM Control Delay (s) - - 22.3 10 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 1.3 0.2 - 414 HCM 6th TWSC 4: Franklin Turnpike & Oak Forest Circle 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 4 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 19 16 820 518 12 Future Vol, veh/h 9 19 16 820 518 12 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 00110 Mvmt Flow 10 21 17 891 563 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1495 570 576 0 - 0 Stage 1 570 ----- Stage 2 925 ----- 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 137 525 1007 - - - Stage 1 570 ----- Stage 2 389 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 135 525 1007 - - - Mov Cap-2 Maneuver 268 ----- Stage 1 560 ----- Stage 2 389 ----- Approach EB NB SB HCM Control Delay, s 14.7 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 1007 - 401 - - HCM Lane V/C Ratio 0.017 - 0.076 - - HCM Control Delay (s) 8.6 - 14.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - 415 HCM 6th TWSC 5: Franklin Turnpike & Mt Hermon Circle S 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 5 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 56 11 866 56 3 636 Future Vol, veh/h 56 11 866 56 3 636 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 01001 Mvmt Flow 59 12 912 59 3 669 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1617 942 0 0 971 0 Stage 1 942 ----- Stage 2 675 ----- Critical Hdwy 6.42 6.2 - - 4.1 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.3 - - 2.2 - Pot Cap-1 Maneuver 114 322 - - 718 - Stage 1 379 ----- Stage 2 506 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 114 322 - - 718 - Mov Cap-2 Maneuver 248 ----- Stage 1 379 ----- Stage 2 504 ----- Approach WB NB SB HCM Control Delay, s 24.1 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 258 718 - HCM Lane V/C Ratio - - 0.273 0.004 - HCM Control Delay (s) - - 24.1 10 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 1.1 0 - 416 HCM 6th TWSC 6: Franklin Turnpike & Ridgecrest Drive/Business 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 6 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 29 0 43 7 0 0 50 989 1 0 623 40 Future Vol, veh/h 29 0 43 7 0 0 50 989 1 0 623 40 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length -----0300-100300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 4 03000010010 Mvmt Flow 32 0 47 8 0 0 54 1075 1 0 677 43 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1883 1883 699 1905 1903 1075 720 0 0 1076 0 0 Stage 1 699 699 - 1183 1183 ------- Stage 2 1184 1184 - 722 720 ------- Critical Hdwy 7.14 6.5 6.23 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.14 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.14 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.536 4 3.327 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 53 72 438 53 70 269 891 - - 656 - - Stage 1 427 445 - 233 265 ------- Stage 2 229 265 - 421 435 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 51 68 438 45 66 269 891 - - 656 - - Mov Cap-2 Maneuver 51 68 - 45 66 ------- Stage 1 401 445 - 219 249 ------- Stage 2 215 249 - 376 435 ------- Approach EB WB NB SB HCM Control Delay, s 97.7 100.6 0.4 0 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 891 - - 108 45 - 656 - - HCM Lane V/C Ratio 0.061 - - 0.725 0.169 ---- HCM Control Delay (s) 9.3 - - 97.7 100.6 0 0 - - HCM Lane LOS A - - F F A A - - HCM 95th %tile Q(veh) 0.2 - - 3.9 0.5 - 0 - - 417 HCM 6th TWSC 7: Franklin Turnpike & Jeanette Drive 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 7 Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 43 57 117 989 617 56 Future Vol, veh/h 43 57 117 989 617 56 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01110 Mvmt Flow 47 62 127 1075 671 61 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2031 702 732 0 - 0 Stage 1 702 ----- Stage 2 1329 ----- Critical Hdwy 6.4 6.2 4.11 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.209 - - - Pot Cap-1 Maneuver 64 442 877 - - - Stage 1 495 ----- Stage 2 250 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 55 442 877 - - - Mov Cap-2 Maneuver 167 ----- Stage 1 423 ----- Stage 2 250 ----- Approach EB NB SB HCM Control Delay, s 28.6 1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 877 - 259 - - HCM Lane V/C Ratio 0.145 - 0.42 - - HCM Control Delay (s) 9.8 - 28.6 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0.5 - 2 - - 418 HCM 6th TWSC 8: Franklin Turnpike & Eagle Lane 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 8 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 8 1104 12 4 746 Future Vol, veh/h 10 8 1104 12 4 746 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 300 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 01901 Mvmt Flow 11 9 1200 13 4 811 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2026 1207 0 0 1213 0 Stage 1 1207 ----- Stage 2 819 ----- 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 64 226 - - 582 - Stage 1 286 ----- Stage 2 437 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 64 226 - - 582 - Mov Cap-2 Maneuver 185 ----- Stage 1 286 ----- Stage 2 434 ----- Approach WB NB SB HCM Control Delay, s 24.8 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 201 582 - HCM Lane V/C Ratio - - 0.097 0.007 - HCM Control Delay (s) - - 24.8 11.2 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.3 0 - 419 HCM 6th TWSC 9: Franklin Turnpike & Access/Afton Road 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 9 Intersection Int Delay, s/veh 2.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1 18 17 0 7 1 1120 37 11 765 0 Future Vol, veh/h 8 1 18 17 0 7 1 1120 37 11 765 0 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 007000101010 Mvmt Flow 9 1 20 18 0 8 1 1217 40 12 832 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2099 2115 832 2106 2095 1237 832 0 0 1257 0 0 Stage 1 856 856 - 1239 1239 ------- Stage 2 1243 1259 - 867 856 ------- Critical Hdwy 7.1 6.5 6.2 7.17 6.5 6.2 4.1 - - 4.2 - - Critical Hdwy Stg 1 6.1 5.5 - 6.17 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.17 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.563 4 3.3 2.2 - - 2.29 - - Pot Cap-1 Maneuver 38 51 372 36 53 217 809 - - 527 - - Stage 1 355 377 - 210 250 ------- Stage 2 216 244 - 341 377 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 36 50 372 33 52 217 809 - - 527 - - Mov Cap-2 Maneuver 36 50 - 33 52 ------- Stage 1 355 368 - 210 250 ------- Stage 2 208 244 - 315 368 ------- Approach EB WB NB SB HCM Control Delay, s 60.6 169.1 0 0.2 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 809 - - 93 44 527 - - HCM Lane V/C Ratio 0.001 - - 0.316 0.593 0.023 - - HCM Control Delay (s) 9.5 - - 60.6 169.1 12 - - HCM Lane LOS A - - F F B - - HCM 95th %tile Q(veh) 0 - - 1.2 2.2 0.1 - - 420 HCM 6th TWSC 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline Synchro 11 Report EPRpc Page 10 Intersection Int Delay, s/veh 159.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 101 4 92 21 1 2 93 1105 36 4 693 87 Future Vol, veh/h 101 4 92 21 1 2 93 1105 36 4 693 87 Conflicting Peds, #/hr 0 04400404000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length ------300--300-- Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 00000016012 Mvmt Flow 110 4 100 23 1 2 101 1201 39 4 753 95 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2237 2259 809 2292 2287 1225 852 0 0 1244 0 0 Stage 1 813 813 - 1427 1427 ------- Stage 2 1424 1446 - 865 860 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver ~ 31 42 384 28 40 220 795 - - 567 - - Stage 1 375 395 - 169 203 ------- Stage 2 170 199 - 351 376 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 27 36 381 ~ 17 34 219 792 - - 565 - - Mov Cap-2 Maneuver ~ 27 36 - ~ 17 34 ------- Stage 1 326 391 - 147 176 ------- Stage 2 146 173 - 253 372 ------- Approach EB WB NB SB HCM Control Delay, s$ 1728.8 $ 630.7 0.8 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 792 - - 48 19 565 - - HCM Lane V/C Ratio 0.128 - - 4.461 1.373 0.008 - - HCM Control Delay (s) 10.2 - -$ 1728.8$ 630.7 11.4 - - HCM Lane LOS B - - F F B - - HCM 95th %tile Q(veh) 0.4 - - 24.1 3.6 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 421 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 1: Franklin Turnpike & Hunting Hills Road Movement WB NB SB SB Directions Served LR TR L T Maximum Queue (ft) 85 10 12 14 Average Queue (ft) 37 0 0 1 95th Queue (ft) 68 7 6 9 Link Distance (ft) 1090 491 185 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Franklin Turnpike & Golf Club Road Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 141 86 4 Average Queue (ft) 63 37 0 95th Queue (ft) 111 74 3 Link Distance (ft) 801 491 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB SB SB Directions Served LR TR L T Maximum Queue (ft) 126 3 55 6 Average Queue (ft) 48 0 15 0 95th Queue (ft) 98 3 43 6 Link Distance (ft) 958 58 786 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 422 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB NB NB SB Directions Served LR L T TR Maximum Queue (ft) 58 24 8 15 Average Queue (ft) 16 1 0 0 95th Queue (ft) 47 15 10 7 Link Distance (ft) 904 1390 58 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Franklin Turnpike & Mt Hermon Circle S Movement WB SB Directions Served LR L Maximum Queue (ft) 77 28 Average Queue (ft) 35 2 95th Queue (ft) 64 16 Link Distance (ft) 886 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB NB NB NB SB Directions Served LTR L T R TR Maximum Queue (ft) 176 35 19 3 24 Average Queue (ft) 67 9101 95th Queue (ft) 132 30 9 0 13 Link Distance (ft) 607 929 1028 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) Queuing Penalty (veh) 423 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 3 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB Directions Served LR L Maximum Queue (ft) 194 48 Average Queue (ft) 86 13 95th Queue (ft) 163 40 Link Distance (ft) 594 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Franklin Turnpike & Eagle Lane Movement WB NB SB SB Directions Served LR TR L T Maximum Queue (ft) 60 30 29 43 Average Queue (ft) 18 2 3 2 95th Queue (ft) 48 14 19 18 Link Distance (ft) 998 2486 2774 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Franklin Turnpike & Access/Afton Road Movement EB WB NB NB SB SB Directions Served LTR LTR L TR L TR Maximum Queue (ft) 68 71 51 37 23 48 Average Queue (ft) 17 26 14 3 2 3 95th Queue (ft) 51 57 40 20 13 22 Link Distance (ft) 520 757 1077 2486 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) 424 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 4 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB SB SB Directions Served LTR LTR L TR L TR Maximum Queue (ft) 632 138 89 30 19 102 Average Queue (ft) 345 53 29 1 1 7 95th Queue (ft) 744 115 69 13 7 49 Link Distance (ft) 921 389 1231 1077 Upstream Blk Time (%) 4 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 425 SimTraffic Performance Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 1 1: Franklin Turnpike & Hunting Hills Road Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 14.3 12.1 0.6 0.6 7.3 0.4 1.5 2: Franklin Turnpike & Golf Club Road Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 22.5 12.6 7.2 1.5 2.2 0.7 3.9 3: Franklin Turnpike & Mt Hermon Circle N Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.0 0.0 Total Del/Veh (s) 27.8 13.4 0.6 0.1 4.1 1.7 2.6 4: Franklin Turnpike & Oak Forest Circle Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 21.9 8.9 5.1 2.5 0.3 0.0 1.3 5: Franklin Turnpike & Mt Hermon Circle S Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s) 17.2 8.7 1.5 2.2 8.5 1.5 2.2 6: Franklin Turnpike & Ridgecrest Drive/Business Performance by movement Movement EBL EBT EBR NBL NBT NBR SBT SBR All Denied Del/Veh (s) 0.2 0.2 0.2 0.3 0.0 0.4 0.0 0.1 0.0 Total Del/Veh (s) 33.4 28.0 25.5 7.1 2.1 1.2 2.9 1.3 5.0 7: Franklin Turnpike & Jeanette Drive Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.3 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 32.1 24.7 12.6 2.5 2.8 3.4 5.6 8: Franklin Turnpike & Eagle Lane Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.0 0.0 Total Del/Veh (s) 17.8 4.7 2.3 1.9 7.6 5.5 4.7 426 SimTraffic Performance Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 2 9: Franklin Turnpike & Access/Afton Road Performance by movement Movement EBL EBR WBL WBR NBL NBT NBR SBL SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s) 21.6 16.4 24.9 11.4 14.0 1.3 2.1 10.4 5.8 8.4 5.0 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 10.0 11.8 0.1 0.1 0.2 3.1 0.5 0.5 0.0 0.1 0.1 Total Del/Veh (s) 374.0 356.0 81.2 93.9 56.5 23.1 1.5 0.7 7.0 6.5 4.0 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement All Denied Del/Veh (s) 1.0 Total Del/Veh (s) 32.4 Total Network Performance Denied Del/Veh (s) 1.1 Total Del/Veh (s) 50.6 427 Arterial Level of Service Road Diet_TSL 01/31/2024 2045 Road Diet_TSL AM FranklinPipeline SimTraffic Report EPRpc Page 3 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Turnpike Townhomes 10 1.5 20.8 0.2 42 Afton Road 9 1.2 17.9 0.2 44 Eagle Lane 8 2.2 39.5 0.5 44 21 3.2 45.9 0.5 42 Jeanette Drive 7 2.5 29.0 0.3 41 Business 6 1.7 16.2 0.2 42 18 1.4 18.1 0.2 41 Mt Hermon Circle S 5 1.5 17.3 0.2 42 17 1.3 16.0 0.2 41 Oak Forest Circle 4 2.5 23.6 0.3 42 Mt Hermon Circle N 3 0.5 2.3 0.0 38 Golf Club Road 2 1.6 14.4 0.2 40 Hunting Hills Road 1 0.6 8.6 0.1 44 11 0.2 3.9 0.0 42 Total 22.1 273.7 3.2 42 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 11 0.5 7.4 0.1 44 Hunting Hills Road 1 0.4 4.0 0.0 41 Golf Club Road 2 1.7 9.9 0.1 38 Mt Hermon Circle N 3 1.8 14.4 0.2 40 Oak Forest Circle 4 0.3 2.0 0.0 44 17 1.8 23.9 0.3 41 Mt Hermon Circle S 5 1.5 16.2 0.2 40 18 1.6 17.5 0.2 41 Ridgecrest Drive 6 2.9 19.5 0.2 38 Jeanette Drive 7 2.9 17.9 0.2 38 21 3.1 29.7 0.3 40 Eagle Lane 8 5.5 48.0 0.5 40 Access 9 5.8 43.6 0.5 40 Orphanage Road 10 6.5 23.6 0.2 33 Total 36.4 277.6 3.0 39 428 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 1: Franklin Turnpike & Hunting Hills Road Movement WB NB SB Directions Served LR TR L Maximum Queue (ft) 66 3 23 Average Queue (ft) 28 0 2 95th Queue (ft) 50 3 14 Link Distance (ft) 1090 491 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 2: Franklin Turnpike & Golf Club Road Movement EB NB Directions Served LR L Maximum Queue (ft) 103 81 Average Queue (ft) 47 35 95th Queue (ft) 77 64 Link Distance (ft) 801 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: Franklin Turnpike & Mt Hermon Circle N Movement WB NB SB SB Directions Served LR TR L T Maximum Queue (ft) 144 10 52 5 Average Queue (ft) 56 0 20 0 95th Queue (ft) 114 5 45 5 Link Distance (ft) 958 58 786 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 429 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 2 Intersection: 4: Franklin Turnpike & Oak Forest Circle Movement EB NB NB SB Directions Served LR L T TR Maximum Queue (ft) 47 30 37 13 Average Queue (ft) 19 6 2 1 95th Queue (ft) 45 25 15 8 Link Distance (ft) 904 1390 58 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Franklin Turnpike & Mt Hermon Circle S Movement WB SB Directions Served LR L Maximum Queue (ft) 107 22 Average Queue (ft) 42 1 95th Queue (ft) 82 12 Link Distance (ft) 886 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 6: Franklin Turnpike & Ridgecrest Drive/Business Movement EB WB NB Directions Served LTR LT L Maximum Queue (ft) 115 25 47 Average Queue (ft) 39 5 17 95th Queue (ft) 84 21 44 Link Distance (ft) 607 222 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) 430 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 3 Intersection: 7: Franklin Turnpike & Jeanette Drive Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 119 68 6 Average Queue (ft) 52 34 0 95th Queue (ft) 94 62 4 Link Distance (ft) 594 929 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 8: Franklin Turnpike & Eagle Lane Movement WB SB Directions Served LR L Maximum Queue (ft) 49 27 Average Queue (ft) 16 2 95th Queue (ft) 44 16 Link Distance (ft) 998 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 9: Franklin Turnpike & Access/Afton Road Movement EB WB NB SB Directions Served LTR LTR L L Maximum Queue (ft) 51 64 8 38 Average Queue (ft) 18 19 0 6 95th Queue (ft) 44 49 5 26 Link Distance (ft) 520 757 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) 431 Queuing and Blocking Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 4 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB WB NB NB SB SB Directions Served LTR LTR L TR L TR Maximum Queue (ft) 936 78 74 42 27 40 Average Queue (ft) 893 27 30 2 2 3 95th Queue (ft) 1091 67 62 17 13 20 Link Distance (ft) 921 389 1231 1077 Upstream Blk Time (%) 84 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 300 300 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 432 SimTraffic Performance Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 1 1: Franklin Turnpike & Hunting Hills Road Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 8.5 7.9 1.5 0.4 3.1 0.2 1.6 2: Franklin Turnpike & Golf Club Road Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 14.2 5.5 4.9 2.2 1.4 0.4 2.9 3: Franklin Turnpike & Mt Hermon Circle N Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.2 0.0 0.0 0.3 0.0 0.0 Total Del/Veh (s) 37.1 21.2 1.0 0.2 7.3 1.2 3.1 4: Franklin Turnpike & Oak Forest Circle Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 22.5 5.8 4.6 3.8 0.3 0.1 2.7 5: Franklin Turnpike & Mt Hermon Circle S Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.8 0.1 0.0 Total Del/Veh (s) 25.0 16.7 3.2 1.5 10.7 1.1 3.2 6: Franklin Turnpike & Ridgecrest Drive/Business Performance by movement Movement EBL EBR WBL NBL NBT NBR SBT SBR All Denied Del/Veh (s) 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 33.8 13.7 24.9 9.3 2.0 3.1 1.5 2.1 2.9 7: Franklin Turnpike & Jeanette Drive Performance by movement Movement EBL EBR NBL NBT SBT SBR All Denied Del/Veh (s) 0.2 0.2 0.0 0.0 0.0 0.0 0.0 Total Del/Veh (s) 32.0 14.4 8.2 4.1 3.0 1.4 4.9 8: Franklin Turnpike & Eagle Lane Performance by movement Movement WBL WBR NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.0 0.0 0.2 0.1 0.0 Total Del/Veh (s) 22.9 12.7 4.5 5.4 12.2 3.8 4.4 433 SimTraffic Performance Report Road Diet_TSL 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 2 9: Franklin Turnpike & Access/Afton Road Performance by movement Movement EBL EBT EBR WBL WBR NBL NBT NBR SBL SBT All Denied Del/Veh (s) 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 Total Del/Veh (s) 37.9 51.4 8.5 35.4 16.6 4.6 3.5 2.3 14.3 4.4 4.4 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Denied Del/Veh (s) 501.1 454.1 487.1 0.1 0.1 0.1 3.1 1.7 1.6 0.0 0.0 0.0 Total Del/Veh (s) 876.2 925.4 891.0 83.5 71.4 68.4 10.4 4.2 2.4 14.5 4.6 2.4 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Performance by movement Movement All Denied Del/Veh (s) 44.9 Total Del/Veh (s) 69.7 Total Network Performance Denied Del/Veh (s) 38.1 Total Del/Veh (s) 79.4 434 Arterial Level of Service Road Diet_TSL 01/31/2024 2045 Road Diet_TSL PM FranklinPipeline SimTraffic Report EPRpc Page 3 Arterial Level of Service: NB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed Turnpike Townhomes 10 4.2 24.6 0.2 37 Afton Road 9 3.6 20.6 0.2 38 Eagle Lane 8 4.5 42.6 0.5 41 21 5.3 48.0 0.5 40 Jeanette Drive 7 4.1 30.5 0.3 39 Business 6 2.1 17.0 0.2 40 18 1.8 18.5 0.2 40 Mt Hermon Circle S 5 3.2 18.4 0.2 39 17 2.1 16.8 0.2 39 Oak Forest Circle 4 3.8 25.3 0.3 39 Mt Hermon Circle N 3 1.0 2.8 0.0 32 Golf Club Road 2 2.2 14.8 0.2 38 Hunting Hills Road 1 1.5 9.9 0.1 38 11 0.5 4.2 0.0 39 Total 40.0 294.1 3.2 39 Arterial Level of Service: SB Franklin Turnpike Delay Travel Dist Arterial Cross Street Node (s/veh) time (s) (mi) Speed 11 0.4 7.0 0.1 45 Hunting Hills Road 1 0.2 3.9 0.0 42 Golf Club Road 2 1.2 9.5 0.1 40 Mt Hermon Circle N 3 1.3 13.5 0.2 42 Oak Forest Circle 4 0.3 2.0 0.0 45 17 1.1 23.2 0.3 42 Mt Hermon Circle S 5 1.1 14.7 0.2 45 18 1.1 17.0 0.2 42 Ridgecrest Drive 6 1.5 17.8 0.2 42 Jeanette Drive 7 2.8 17.8 0.2 38 21 2.5 29.1 0.3 41 Eagle Lane 8 3.8 44.4 0.5 43 Access 9 4.4 42.3 0.5 41 Orphanage Road 10 4.7 21.8 0.2 36 Total 26.4 264.0 3.0 41 435 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX E-5 PHASE 2 PUBLIC OUTREACH PUBLIC MEETING SUMMARY PHASE 2 PUBLIC SURVEY SUMMARY 436 22-029 Franklin Turnpike Project Pipeline Comments General Comments • Do not want shared use o Have lost too much land already o Who would use it? way too low to take more land fix road only • Speed taker? o To show how fast you are going o Could take photo of speeder o Enforce speed limit=problem solved o Traffic cameras for tracking speed o Sensor stoplights are preferred over timed stoplights • Reflective markings (thermos w beads) – high concern o To help with visibility when dark and rainy • Concern about adding median- rt2 bus example • Concern that roundabouts will not be good on thoroughfares • Don’t do away with turning lane • Sight distance concerns • 2 stop lights – sensored lights o Lower speed to 35 mph o No roundabouts o No 10’ path yards…too small already • Better lighting – o put reflectors on lines-dark and raining cannot see traffic lines o no roundabouts o no median leave it alone o speeding is the issue! Cameras • No grass anywhere because it grows over edges! o Who is going to mow it? • Manhole covers – more level w pavement Specific Sites • Sight issues coming out of shopping center onto Mt Hermon Circle • Safety line of sight around Dollar General • Sight line zoning out of Oak Forest Looking left 437 PITTSYLVANIA COUNTYPUBLIC INPUT RESULTS THROUGH 3/25FRANKLIN TURNPIKE (VA 41)ORPHANAGE ROAD TO NORTH OF HUNTING HILLS ROADLY-23-09 3/28/2024 PLANNING FOR PERFORMANCE 1438 Public Survey •Public Input Survey: closes April 1 2PLANNING FOR PERFORMANCE3/28/2024 439 3/25/2024 PLANNING FOR PERFORMANCE 3 General Information Dates Launch: March 8, 2024End: April 1, 2024 # of Surveys Completed # of Comments Submitted LY-23-09: Franklin Turnpike PublicInput Preliminary Survey Response Summary 82% 10% 3% 5% How Did You Find This Survey? Facebook Friend/Family/Colleague Instagram Others As of Tuesday 3/26 at 11 a.m. 440 PublicInput Summary: Franklin Turnpike & Orphanage Road 3/25/2024 PLANNING FOR PERFORMANCE 4 1086Total Participants3/26 11 AM 2.2 3.6 1.9 1 2 3 4 5 Roundabout Traffic Signal Reduced Conflict Intersection (RCI) Average Improvement Concept Rating Strongly Oppose Somewhat Oppose Neutral Somewhat Support Strongly Support 441 Franklin Tpke & Orphanage RdRoundabout 3/25/2024 PLANNING FOR PERFORMANCE 5 681 145 90 0 170 0 100 200 300 400 500 600 700 800 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedRoundabout Average Rating 1.9 442 Franklin Tpke & Orphanage RdTraffic Signal 3/25/2024 PLANNING FOR PERFORMANCE 6 199 103 147 267 466 0 50 100 150 200 250 300 350 400 450 500 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedTraffic Signal Average Rating 3.6 443 3/25/2024 PLANNING FOR PERFORMANCE 7 643 167 151 118 58 0 100 200 300 400 500 600 700 1. StronglyOppose 2.SomewhatOppose 3. Neutral 4.SomewhatSupport 5. StronglySupportTime RatedReduced Conflict Intersection (RCI) Average Rating 1.9 Franklin Tpke & Orphanage RdReduced Conflict Intersection (RCI) 444 PublicInput Summary: Franklin Turnpike & Mount Hermon 3/25/2024 PLANNING FOR PERFORMANCE 8 1034Total Participants3/26 11 AM 2.3 2.5 2.4 2.5 1 2 3 4 5 Oval Roundabout Right-in Right-out only access at Oak ForestCircle Median With Left Turns into ShoppingCenter and Funeral Home Median With Full Access at Shopping Center Average Improvement Concept Rating Strongly Oppose Somewhat Oppose Neutral Somewhat Support Strongly Support 445 Franklin Tpke & Mount Hermon CircleOval Roundabout 3/25/2024 PLANNING FOR PERFORMANCE 9 517 110 95 170 142 0 100 200 300 400 500 600 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedOval Roundabout Average Rating 2.3 446 Franklin Tpke & Mount Hermon CircleRight-in Right-out only access at Oak Forest Circle 3/25/2024 PLANNING FOR PERFORMANCE 10 397 152 175 190 104 0 50 100 150 200 250 300 350 400 450 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedRight-in Right-out Average Rating 2.5 447 Franklin Tpke & Mount Hermon CircleMedian with Left Turns into Shopping Center 3/25/2024 PLANNING FOR PERFORMANCE 11 282 115 183 240 137 0 50 100 150 200 250 300 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedMedian with Left Turns Average Rating 2.8 448 Franklin Tpke & Mount Hermon CircleMedian with Full Access at Shopping Center 3/25/2024 PLANNING FOR PERFORMANCE 12 257 119 215 239 135 0 50 100 150 200 250 300 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedMedian with Full Access Average Rating 2.9 449 PublicInput Summary: Franklin Turnpike & Ridgecrest Drive and Jeanette Drive 3/25/2024 PLANNING FOR PERFORMANCE 13 810Total Participants3/26 11 AM 1.9 2.7 1.8 1 2 3 4 5 Roundabout Traffic Signal Reduced Conflict Intersection (RCI) Average Improvement Concept Rating Strongly Oppose Somewhat Oppose Neutral Somewhat Support Strongly Support 450 Franklin Tpke & Ridgecrest Drive and Jeanette DriveRoundabout 3/25/2024 PLANNING FOR PERFORMANCE 14 520 105 71 128 114 0 100 200 300 400 500 600 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedRoundabout Average Rating 2.2 451 Franklin Tpke & Ridgecrest Drive and Jeanette DriveTraffic Signal 3/25/2024 PLANNING FOR PERFORMANCE 15 284 99 140 188 221 0 50 100 150 200 250 300 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedTraffic Signal Average Rating 3.0 452 Franklin Tpke & Ridgecrest Drive and Jeanette DriveReduced Conflict Intersection 3/25/2024 PLANNING FOR PERFORMANCE 16 450 141 173 108 49 0 50 100 150 200 250 300 350 400 450 500 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedReduced Conflict Intersection Average Rating 2.1 453 PublicInput Summary: Entire Corridor Improvements 3/25/2024 PLANNING FOR PERFORMANCE 17 886Total Participants3/26 11 AM 3.1 1.8 1 2 3 4 5 Median Road Diet Average Improvement Concept Rating Strongly Oppose Somewhat Oppose Neutral Somewhat Support Strongly Support 454 Franklin Tpke Entire CorridorMedian 3/25/2024 PLANNING FOR PERFORMANCE 18 224 87 130 276 169 0 50 100 150 200 250 300 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedMedian Average Rating 3.1 455 Franklin Tpke Entire CorridorRoad Diet 3/25/2024 PLANNING FOR PERFORMANCE 19 521 142 127 68 36 0 100 200 300 400 500 600 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedRoad Diet Average Rating 1.8 456 Franklin Tpke Entire CorridorShared-Use Path 3/25/2024 PLANNING FOR PERFORMANCE 20 174 54 157 199 283 0 50 100 150 200 250 300 1. StronglyOppose 2. SomewhatOppose 3. Neutral 4. SomewhatSupport 5. StronglySupportTimes RatedRoad Diet Average Rating 3.4 457 Pedestrian Crossings 3/25/2024 PLANNING FOR PERFORMANCE 21 121 75 53 32 25 29 190 79 21 24 16 18 50 40 63 70 40 283629 43 46 75 50 67 81 79 37 32 15 37 24 26 44 51 72 21 3 1 1 3 20 20 40 60 80 100 120 140 160 180 200 1 2 3 4 5 6 Average Ranking Orphanage Road Tuscarora Village Shopping Center southernentrance Ridgecreset Drive Ripley Drive Mount Hermon Center Slaughter Avenue Other 2.6 2.0 3.3 3.9 2.8 4.0 2.0 458 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX F PREFERRED ALTERNATIVE 459 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX F-1 SYNCHRO AND SIMTRAFFIC REPORTS 460 HCM 6th Signalized Intersection Summary 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 05/01/2024 2045 Orphanage EXTRA_ALT1 AM FranklinPipeline Synchro 11 Report EPRpc Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 71 1 55 37 5 8 47 451 22 3 1078 75 Future Volume (veh/h) 71 1 55 37 5 8 47 451 22 3 1078 75 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1900 1767 1900 1900 1900 1737 1826 1900 1900 1870 1870 Adj Flow Rate, veh/h 73 1 13 38 5 2 48 465 19 3 1111 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %4090001150022 Cap, veh/h 116 8 100 78 10 4 272 1534 63 472 1453 648 Arrive On Green 0.07 0.07 0.07 0.05 0.05 0.05 0.05 0.45 0.45 0.00 0.41 0.00 Sat Flow, veh/h 1753 116 1512 1527 201 80 1654 3396 139 1810 3554 1585 Grp Volume(v), veh/h 73 0 14 45 0 0 48 237 247 3 1111 0 Grp Sat Flow(s),veh/h/ln 1753 0 1628 1808 0 0 1654 1735 1800 1810 1777 1585 Q Serve(g_s), s 2.3 0.0 0.5 1.4 0.0 0.0 0.9 4.9 4.9 0.1 15.1 0.0 Cycle Q Clear(g_c), s 2.3 0.0 0.5 1.4 0.0 0.0 0.9 4.9 4.9 0.1 15.1 0.0 Prop In Lane 1.00 0.93 0.84 0.04 1.00 0.08 1.00 1.00 Lane Grp Cap(c), veh/h 116 0 108 93 0 0 272 784 813 472 1453 648 V/C Ratio(X) 0.63 0.00 0.13 0.48 0.00 0.00 0.18 0.30 0.30 0.01 0.76 0.00 Avail Cap(c_a), veh/h 561 0 521 579 0 0 341 925 960 626 1896 846 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 25.6 0.0 24.7 25.9 0.0 0.0 10.8 9.8 9.8 8.6 14.3 0.0 Incr Delay (d2), s/veh 5.5 0.0 0.5 3.9 0.0 0.0 0.3 0.2 0.2 0.0 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 0.2 0.7 0.0 0.0 0.3 1.4 1.5 0.0 4.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.1 0.0 25.3 29.8 0.0 0.0 11.1 10.0 10.0 8.6 15.7 0.0 LnGrp LOS C A C C AABBBABA Approach Vol, veh/h 87 45 532 1114 Approach Delay, s/veh 30.2 29.8 10.1 15.7 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.2 31.4 9.7 8.6 29.0 8.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 30.0 18.0 5.0 30.0 18.0 Max Q Clear Time (g_c+I1), s 2.1 6.9 4.3 2.9 17.1 3.4 Green Ext Time (p_c), s 0.0 2.6 0.2 0.0 5.9 0.1 Intersection Summary HCM 6th Ctrl Delay 15.1 HCM 6th LOS B 461 HCM 6th Signalized Intersection Summary 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes 05/01/2024 2045 Orphanage EXTRA_ALT1 PM FranklinPipeline Synchro 11 Report EPRpc Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 101 4 92 21 1 2 93 1105 36 4 693 87 Future Volume (veh/h) 101 4 92 21 1 2 93 1105 36 4 693 87 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1885 1811 1900 1885 1870 Adj Flow Rate, veh/h 110 4 18 23 1 0 101 1201 36 4 753 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %000000016012 Cap, veh/h 170 28 126 64 3 0 400 1531 46 204 1309 579 Arrive On Green 0.09 0.09 0.09 0.04 0.04 0.00 0.07 0.43 0.43 0.01 0.37 0.00 Sat Flow, veh/h 1810 298 1340 1738 76 0 1810 3550 106 1810 3582 1585 Grp Volume(v), veh/h 110 0 22 24 0 0 101 606 631 4 753 0 Grp Sat Flow(s),veh/h/ln 1810 0 1638 1813 0 0 1810 1791 1865 1810 1791 1585 Q Serve(g_s), s 3.3 0.0 0.7 0.7 0.0 0.0 1.8 16.1 16.2 0.1 9.4 0.0 Cycle Q Clear(g_c), s 3.3 0.0 0.7 0.7 0.0 0.0 1.8 16.1 16.2 0.1 9.4 0.0 Prop In Lane 1.00 0.82 0.96 0.00 1.00 0.06 1.00 1.00 Lane Grp Cap(c), veh/h 170 0 154 67 0 0 400 772 805 204 1309 579 V/C Ratio(X) 0.65 0.00 0.14 0.36 0.00 0.00 0.25 0.78 0.78 0.02 0.58 0.00 Avail Cap(c_a), veh/h 587 0 531 588 0 0 467 968 1008 357 1871 828 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 24.3 0.0 23.1 26.1 0.0 0.0 10.3 13.6 13.6 11.2 14.1 0.0 Incr Delay (d2), s/veh 4.1 0.0 0.4 3.2 0.0 0.0 0.3 3.4 3.3 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 0.3 0.4 0.0 0.0 0.6 5.5 5.7 0.0 3.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.3 0.0 23.5 29.3 0.0 0.0 10.6 16.9 16.8 11.2 14.5 0.0 LnGrp LOS C A C C AABBBBBA Approach Vol, veh/h 132 24 1338 757 Approach Delay, s/veh 27.5 29.3 16.4 14.5 Approach LOS C C B B Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.3 29.9 11.2 9.9 26.3 8.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 30.0 18.0 6.0 29.0 18.0 Max Q Clear Time (g_c+I1), s 2.1 18.2 5.3 3.8 11.4 2.7 Green Ext Time (p_c), s 0.0 5.8 0.3 0.0 4.4 0.0 Intersection Summary HCM 6th Ctrl Delay 16.6 HCM 6th LOS B 462 Queuing and Blocking Report Orphanage EXTRA_ALT1 05/01/2024 2045 Orphanage EXTRA_ALT1 AM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB EB WB NB NB NB SB SB SB SB Directions Served L TR LTR L T TR L T T R Maximum Queue (ft) 91 60 76 79 138 92 15 253 254 78 Average Queue (ft) 33 16 33 26 60 32 1 109 120 22 95th Queue (ft) 71 43 67 59 115 74 8 204 214 60 Link Distance (ft) 894 376 1226 1226 1061 1061 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 300 300 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 463 Queuing and Blocking Report Orphanage EXTRA_ALT1 05/01/2024 2045 Orphanage EXTRA_ALT1 PM FranklinPipeline SimTraffic Report EPRpc Page 1 Intersection: 10: Franklin Turnpike & Orphanage Road/Turnpike Townhomes Movement EB EB WB NB NB NB SB SB SB SB Directions Served L TR LTR L T TR L T T R Maximum Queue (ft) 96 56 63 79 230 222 19 185 193 59 Average Queue (ft) 41 19 19 34 103 93 2 77 84 21 95th Queue (ft) 80 43 50 63 185 175 10 148 153 48 Link Distance (ft) 894 376 1226 1226 1061 1061 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 300 300 300 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 464 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX F-2 BASIS OF DESIGN MEMO AND RISK REGISTER 465 Franklin Turnpike and Orphanage Road Traffic Signal Draft Basis of Design & Cost Estimate Technical Memorandum Pittsylvania County, VA June 27, 2024 466 i | Page Table of Contents Project Description ....................................................................................................................................... 1 Major Design Features .............................................................................................................................. 1 Background ............................................................................................................................................... 1 Design Information....................................................................................................................................... 2 Design Criteria ........................................................................................................................................... 2 Data Sources ............................................................................................................................................. 2 Assumptions .............................................................................................................................................. 3 Design Waivers/Exceptions ....................................................................................................................... 3 Environmental Considerations .................................................................................................................. 3 Constructability & Maintenance of Traffic Assessment ........................................................................... 3 Risk Plan/Contingency .............................................................................................................................. 4 Cost Estimate ................................................................................................................................................ 5 Methodology ............................................................................................................................................. 5 Cost Estimate Breakdown ......................................................................................................................... 5 Additional Study/Analysis Needs ................................................................................................................ 5 Unresolved/Outstanding Items ................................................................................................................ 5 Appendix A: Design Criteria ......................................................................................................................... 6 Appendix B: Site Photos ............................................................................................................................... 7 Appendix C: Risk Register .......................................................................................................................... 10 467 1 | Page Project Description The proposed traffic signal addresses traffic operations and safety issues at the intersection of Franklin Turnpike (VA 41) and Orphanage Road (Route 743) in Pittsylvania County, VA. The improvements include installation of a traffic signal with audible pedestrian signals and crosswalks, a southbound right turn lane, and eastbound left turn lane. • Location – Franklin Turnpike (VA 41) and Orphanage Road (Route 743) intersection • Limits – approximately 400 feet to the north and south of the intersection, 300 feet west of the intersection, and 20 feet east of the intersection • Locality – Pittsylvania County Major Design Features Major design features associated with this project include: • Installation of a traffic signal with audible pedestrian signals and crosswalks on all four approaches • Southbound 200-foot right turn lane with a 200-foot taper • Eastbound 125-foot left turn lane with a 100-foot taper • Closed commercial driveway on Orphanage Road on the southwest corner of the intersection • Retaining wall on the northwest corner of the intersection (pedestrian pole and pushbutton will be located on top of the wall at the appropriate height and lateral distances from the ramps and crosswalk) Background The following studies, efforts, and analyses have been conducted to develop design alternatives, select a preferred alternative, refine concept designs, and develop cost estimates. • Field visits – Teams of traffic engineers and roadway engineers conducted site visits to better understand existing conditions. • Stakeholder coordination – Multiple stakeholder coordination meetings were held during the Project Pipeline study process to gain input/feedback, validate designs, and identify issues/risks. • Traffic Operations Analysis – A traffic operations analysis was completed for the project to identify issues, develop, and evaluate design alternatives. Traffic operational analyses were performed according to Traffic Operations and Safety Analysis Manual (TOSAM) guidelines. Both morning and evening peak hour traffic volumes were analyzed. • Signal Justification Report – A Signal Justification Report was completed including the signal warrant analysis and roundabout consideration per IIM-TE-387.1. 468 2 | Page Design Information Design Criteria The basic project information and primary design criteria follow. Please see Appendix A for a more detailed list of design criteria: • Functional Classification o Minor Arterial – Franklin Turnpike (VA 41) o Major Collector – Orphanage Road (Route 743) • Average Annual Daily Traffic (AADT) o 16,400 – Franklin Turnpike (VA 41) o 2,300 – Orphanage Road (Route 743) • Posted Speed Limit and Design Speed o 45 MPH – Franklin Turnpike north of the intersection (55 MPH 85th percentile speeds) o 40 MPH – Franklin Turnpike south of the intersection o 35 MPH – Orphanage Road • Lane Widths – 11 Feet Data Sources The following data sources were collected/reviewed and informed the project design and analysis work. • Existing GIS data inclusive of right-of-way, parcel lines, some utility information, and aerial imagery • LY 23-09 Franklin Turnpike (VA 41) Project Pipeline Study • Pittsylvania County Proposed Mt Hermon Booster Station Site Plan Multiple field visits were conducted, most recently on June 3, 2024. Field visit staff included traffic engineers, roadway engineers, traffic signal specialists, Pittsylvania County public works staff, and hydraulic engineers. Staff focused on key aspects of the proposed project and potential impacts and risks such as: • Southbound Right Turn Lane and Pump Station in NW Corner: The pump station is being improved. Plans are 95% complete and the County hopes to bid the project in the next six months. All agreed that the preference is to include the southbound right turn lane in the plan. Including the right turn lane impacts one valve that will be relocated. Access to the pump station will be shifted to Franklin Turnpike rather than Orphanage Road and will be roll top curb with 7” sidewalk. Retaining walls will be added where needed on the northwest corner of the intersection. • Access Management on SW Corner (Shadowwood Mart): Access along Orphanage Road will be reduced to a single entrance such that a box truck can circulate through the Shadowwood Mart parking lot. • Traffic Signal: Lighting will be added to the signal poles. The cabinet/controller will be located on the northeast corner near the Turnpike Townhomes sign. Audible push buttons will be included. See Appendix B for Site Photos. 469 3 | Page The design concept was developed in accordance with the requirements of the following references: • AASHTO “A Policy on Geometric Design of Highway and Streets”, 2018, 7th Edition • AASHTO “Roadside Design Guide”, 2011, 4th Edition • MUTCD 11TH Edition • VDOT Road and Design Manual, Rev. July 2021 • VDOT Instructional and Information Memorandum for all VDOT Divisions • VDOT Road and Bridge Standards, 2016 • VDOT Cost Estimating Manual Version 2.0 • VDOT Right of Way Cost Estimate Guide • SMART SCALE Technical Guide for Round 6 • Design Waiver/Exception Policy for SMART SCALE Applications • Public Right-of-Way Accessibility Guidelines • IIM-LD-255 - Practical Design Flexibility in the Project Development Process • VDOT Traffic Engineering Design Manual, Rev. March 2023 Assumptions Following are key design assumptions that informed the concept development and cost estimate preparation. • Structures – retaining walls • Hydraulics and stormwater management – the limits of disturbance are less than 1 acre • Utility impacts – The design minimizes utility impacts as much as possible. However, there will be impacts to five utility poles on the northwest corner of the intersection along with a water valve. • Right of Way – The proposed improvements will involve acquiring right of way and easements on five parcels. Refer to the concept design exhibits and Right of Way Data Sheet for more details. • Schedule – Following is the anticipated project development schedule: o PE 8/2027 Start 9/2028 End o RW/Utility 2/2028 Start 8/2028 End o CN 8/2028 Start 11/2029 End Design Waivers/Exceptions Design waivers are not anticipated. Environmental Considerations An environmental review has not been conducted. Constructability & Maintenance of Traffic Assessment It is anticipated that construction will follow the following general phases: 470 4 | Page • Phase 1 – Utility relocation • Phase 2 – Signal pole placement • Phase 3 – Turn lane and access management construction • Phase 4 – Mast arm and pedestal pole installation • Phase 5 – Final paving, signing, and marking installation Driveway/entrance access will be maintained to all private properties throughout construction with the exception of the driveway to be closed on Orphanage Road closest to Franklin Turnpike. Risk Plan/Contingency The project is considered Moderately Complex and at a Pre-Scoping Phase. However, the level of concept design development is relatively detailed (between Pre-Scoping and PFI level), therefore the Most Likely Estimate (MLE) contingency would be more accurately at the 40% to 45% range. Project specific risks were identified and assessed based on data collected, field visits, and concept design development. In addition, other typical project risks were assessed as applicable. Risks were organized by broad categories including Maintenance of Traffic, Roadway Design, Right of Way, Utilities, Mobilization/Construction Survey, Hydraulics, Traffic, Structures/Bridge Design, Geotechnical, and Environmental. Each individual risk was “scored” based on probability, cost impact and time impact (See attached Cost Estimate Contingency Worksheet). Scoring was used to assign contingencies per risk line item. These line item risk contingencies were then aggregated to determine a contingency amount per category: • Right of Way = 40% • Mobilization/Construction Survey = 40% • Maintenance of Traffic = 30% • Roadway Design = 40% • Hydraulics = 40% • In-plan Utilities = none anticipated • Traffic = 50% • Structures/Bridge Design = none anticipated • Earthwork/Geotechnical = 40% • Environmental = 40%. A Risk Analysis Matrix was also developed to summarize and justify the risk assessment by category and identify mitigation strategies (See Appendix C). 471 5 | Page Cost Estimate Methodology The project cost estimate was developed using the following methodology: • Understanding the goals of the project and scope of improvements to be implemented. • Gathering and reviewing as much information about the project as possible including site visits and stakeholder input. • Establishing design criteria and developing a detailed design concept. • Performing quantity take offs and identifying unit prices based on Bid Tabs to develop “defined costs.” • Identifying proposed property impacts, developing a Right of Way Data Sheet, and coordinating with VDOT to develop Right-of-Way costs. Note, 8 parcels are anticipated to be impacted. • Performing a risk assessment as outlined above and identifying appropriate contingency percentages by category. • Developing Preliminary Engineering costs by category based on a percentage of the Construction cost (See the Cost Estimate for more details). Cost Estimate Breakdown The total 2024 project cost is estimated to be $4,948,615 and broken down by Phase/Major area as follows: • Preliminary Engineering Phase $453,800 • Right of Way and Utilities Phase $1,248,506 • Construction Phase $2,951,190 • CEI $295,119 See the attached Cost Estimate and Cost Estimate Workbook for documentation of calculations, assumptions, and justifications. Additional Study/Analysis Needs Unresolved/Outstanding Items Future work should include a detailed topographic survey, and utility designation (Level B) with test pits (Level A) at potential utility conflict locations. Future work would also include design development phases such as: • Scoping Phase – Preliminary Field Inspection (PFI) Plans • Preliminary Design Phase – Public Hearing (PH) Plans, design waiver requests • Detailed Design Phase – Field Inspection (FI) Plans, utility field inspection, final environmental documentation • Final Design Phase – Right of Way (RW) Plans and acquisition, Pre-Advertisement Conference (PAC) Plans • Advertisement Phase – Advertisement Plans, permitting 472 6 | Page Appendix A: Design Criteria Following provides the basic design criteria for the subject project: Franklin Turnpike and Orphanage Road Traffic Signal Design Criteria Franklin Turnpike Orphanage Road Functional Classification Minor Arterial Major Collector Posted & Design Speed 45 MPH north of Orphanage Road 40 MPH south of Orphanage Road 35 MPH Minimum Lane Width 11’ Cross Slope 2% Roadway Curb and Gutter CG-2 / CG-6 Minimum Sidewalk Width 4’ Minimum Sidewalk Buffer 0’ Pedestrian Crossings High visibility marking detectable surface Curb Ramp Standard CG-12 Entrance Standard NA Shoulder Width NA Median NA 473 7 | Page Appendix B: Site Photos Franklin Turnpike looking north at Orphanage Road 474 8 | Page Looking south from northwest corner of intersection. 475 9 | Page Orphanage Road looking east. 476 10 | Page Appendix C: Risk Register 477 5/28/2024Comments/Notes Mitigation StrategyI. Roadway Design (Design Considerations; Design Exceptions, Status of Preliminary Plans, Typical Sections, Roadway Classification/Traffic Data)GENERAL ROADWAY DESIGNDesign Waiver/ExceptionaPAVEMENT RECOMMENDATIONS REQUIRE RECONSTRUCTION IN PART OR WHOLE.Additional Analysis/ExplorationbSIDEWALK AND BUFFERS WITH EXCEPTIONS MAY BE NEEDED IN SOME AREASc NEW SIGNALII. Bridge Design (Design Considerations; Staged Construction, Demolition of Existing Structure, Bridge Aesthetics)GENERAL BRIDGE DESIGNN/AIII. Right of Way (Total takes, Relocations, Railroad)GENERAL RIGHT OF WAYAdditional Analysis/Explorationa TOTAL TEMPORARY EASEMENT = 1,028 SFb TOTAL TAKING = 0 SFIV. Environmental (Status of Environmental Document; Noise Study, Air Study, T&E, Water/E&S Permits, Hazmat, Stream Relocation)GENERAL ENVIRONMENTALAdditional Analysis/Explorationa ALL APPLICABLE PERMITS FOR STORM & E&Sb STORMWATER POND EXPANSIONV. Utilities (Underground/Overhead Utilities; Power lines, Gas lines, unknown (governmental) utilities)GENERAL UTILITIESAdditional Contingencya DISCOVERY OF UNKNOWN UTILITY CONFLICTSbUTILITY IMPACTS/RELOCATIONS (Utility Poles, Electric boxes, phone, cable, fiber)VI. Geotechnical (Preliminary Geotechnical Investigation Status, Boring Logs, Final Soils and Pavement Report, Minor Structure Foundation design, etc.)GENERAL GEOTECHNICALAdditional Analysis/ExplorationaPAVEMENT RECOMMENDATIONS REQUIRE RECONSTRUCTION IN PART OR WHOLE.Final design and utility survey may identify additional utility conflictsGenerally, roadway design risks have a relatively low probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more details.The level of concept design development is relatively detailed, therefore the Most Likely Estimate (MLE) contingency would be more accurately at the 40% to 45% range for all categories. Survey information and final design may identify additional roadway design risks but not anticipated to be significant. Design waiver is anticipated for the sidewalk tie-ins and travel lane widths. Generally, geotechnical risks have a low to medium probability and cost impact. Typical project risks have been assessed individually. See contingency worksheet for more details.Survey, geotechnical information and final design may identify additional earthwork, or foundation costs. Generally, right of way risks have a relatively high probability and cost impact. Typical project risks have been assessed individually. See contingency worksheet for more details. Final design may change some limits of construction. Relatively low property costs in this area. Generally, environmental risks have a medium probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more details. Environmental review, survey information and final design is not anticipated to add significant design or construction risks. Generally, utility risks have a relatively high probability and cost impact. The project specific risks listed here as well as the other typical project risks have been assessed individually. See contingency worksheet for more details. RISK ANALYSIS MATRIX - PITTSYLVANIA COUNTY - FRANKLIN TURNPIKE AND ORPHANAGE ROADLOCAL JURISDICTIONRisksSTUDY #PROJECT LOCATIONVDOT DISTRICTFRANKLIN TURNPIKE AND ORPHANAGE ROADPITTSYLVANIA COUNTYLYNCHBURG RISK ASSESSMENTPage 1 of 2478 Comments/Notes Mitigation StrategyLOCAL JURISDICTIONRisksSTUDY #PROJECT LOCATIONVDOT DISTRICTFRANKLIN TURNPIKE AND ORPHANAGE ROADPITTSYLVANIA COUNTYLYNCHBURG RISK ASSESSMENTVII. Drainage (Replacement/Flowable Fill of Culverts, Outfall, Large Pipe Installation )GENERAL DRAINAGEAdditional Analysis/Explorationa INLET REPLACEMENTS, ADEQUATE CHANNELb INCREASED IMPERVIOUS AREA - 0.024 AC VIII. Construction (MOT; Time of Day Restrictions, Incentives/Disincentives, DBE, staging area; Clearing of trees)GENERAL CONSTRUCTION Additional Analysis/ExplorationaNEW TRAFFIC SIGNALbMOT ACCESS MANAGEMENT FOR COMMERCIAL ENTRANCESIX. Public Involvement (Localities, Elected Officials, Citizens, Other Agencies)GENERAL PUBLIC INVOLVEMENTX. Approvals/Concurrence (VDOT/external agencies)XI. Coordination with other Ongoing Projects in the CorridorPittsylvania County proposed Mt Hermon Booster Station Preliminary PlansSurvey and final design is not anticipated to add significant design or construction risks. Additional Analysis/ExplorationXII. Additional Issues (Third Party Requirements, Funding/Budget)This will be a relatively low profile project with minimal public and stakeholder involvement. It is not anticipated to have significant construction cost or schedule/time impacts. Generally, construction, MOT and traffic design risks have a relatively low probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more details. Survey and final design is not anticipated to add significant design or construction risks. Anticipated relatively simple construction phasing. Generally, drainage risks have a medium probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more detailsSurvey and final design is not anticipated to add significant design or construction risks. Preliminary plans in NW quadrant of the intersection remain within the existing easement and generally have a relatively low probablility and cost impact.Public involvement risks have a relatively high probability but anticipated low cost impact. Page 2 of 2479 PLANNING FOR PERFORMANCE LY-23-09 APPENDIX APPENDIX F-3 COST ESTIMATE 480 Green Cells require input. Allowance / Contingency are not necessarily required. All others are auto calculating. Estimate to be entered based on current dollars and inflation will be applied at the bottom of this workbook for informational purposes only. Portal ID:Project UPC: Prepared By:Milestone Creation/Pre Scope Reviewed By: Project Location:County Tier Level 1 Project Complexity Classification Select Project Classification 7 Discipline Source Defined($)Allowance*Risk Type Contingency % (Value of Risk)Total Assumptions Project Management Select $ - Roadway Consultant 122,000.00$ $ 122,000.00 12% of the Base CN Costs of Roadway, Earthwork, Mobilization, and 1/2 MOT Hydraulics Consultant 29,000.00$ $ 29,000.00 12% of the Base CN Cost of Hydraulics Utilities Consultant 3,000.00$ $ 3,000.00 12% of the Base CN Cost of Utiltiies Traffic Consultant 76,000.00$ $ 76,000.00 12% of the Base CN Costs of Traffic and 1/2 MOT Structures/Bridges Select $ - 8% of the Base CN Cost of Structures/Bridge Materials/Geotech Consultant 58,000.00$ $ 58,000.00 2-3% of the Total Base CN Cost (use 3% if Interstate project and/or Bridges/Walls are required) Survey/SUE/Quality Level A SUE Consultant 39,000.00$ $ 39,000.00 2-3% of the Total Base CN Cost (use 3% if urban environment or Interstate project) Environmental Consultant 20,000.00$ $ 20,000.00 1-2% of the Total Base CN Cost (use 2% if known impacts or Envi. Assess. Required) Right of Way Consultant 2,000.00$ $ 2,000.00 1% of the Total Base RW Cost Other Select $ - VDOT PE Oversight on Local Assistance Projects Total entered from LAD Spreadsheet 35,000.00$ 20% of PE above (use when know consultant project) SUBTOTAL PE PHASE ESTIMATE (Without Contingency) 349,000.00$ -$ Select Phase Risk Type Below Contingency % (Value of Risk) Type 1 Percentage 20.00% $ 69,800.00 TOTAL PE PHASE ESTIMATE $ 453,800.00 PE Base Estimate Date 6/27/2024 Start Date 1/1/2027 End Date 2/1/2028 Discipline Source Defined ($)Allowance* Select Phase Risk Type Here (when using different contingency values for each discipline) Contingency (Value of Risk)Total Assumptions Right-of-Way Acquisition Other 140,718.45$ $ 140,718.45 Estimate for temporary Easements and Permanent Right of Way Utilities Other 670,000.00$ $ 670,000.00 Relocate 5 Utility Poles, and underground connections VDOT Project RW/UT Oversight Consultant 81,071.85$ $ 81,071.85 10% Oversight VDOT RW/UT Oversight on Local Assistance Projects Total entered from LAD Spreadsheet Input Req'd 891,790.30$ -$ RW Contingency:40.00%-$ Type 1 Percentage 40.00% $ 356,716.12 $ 1,248,506.42 RW Base Estimate Date 6/27/2024 Start Date 8/1/2027 End Date 2/1/2028 Construction Phase Discipline Source Defined ($)Allowance*Discipline Risk Type (Use when selecting many) Contingency (Value of or % of Risk)Total Assumptions Mobilization/Construction Support Consultant 160,000.00$ Input Req'd Type 1 Percentage 40.00% $ 224,000.00 MOT Consultant 382,000.00$ Input Req'd Type 1 Percentage 30.00% $ 496,600.00 Roadway Consultant 564,000.00$ Input Req'd Type 1 Percentage 40.00% $ 789,600.00 Hydraulics Consultant 237,000.00$ Input Req'd Type 1 Percentage 40.00% $ 331,800.00 In-plan Utilities Consultant 20,000.00$ Input Req'd Type 1 Percentage $ 20,000.00 Utility relocation (Valve) Traffic Consultant 439,000.00$ Input Req'd Type 1 Percentage 50.00% $ 658,500.00 Poles and Controller will be a potential risk for schedule. Structures/Bridges Select Input Req'd Input Req'd Select $ - Earthwork/Geotech Consultant 98,000.00$ Input Req'd Type 1 Percentage 40.00% $ 137,200.00 Environmental/Soundwalls Consultant 18,000.00$ Input Req'd Type 1 Percentage 40.00% $ 25,200.00 Other Select Input Req'd Input Req'd Select $ - Total Bid Items 1,918,000.00$ -$ 0.00% $ 2,682,900.00 VDOT Project CN Oversight Select Input Req'd Input Req'd Select $ - VDOT CN Oversight on Local Assistance Projects Total entered from LAD Spreadsheet Input Req'd Oversight Total -$ Management Reserve / Construction Contract Contingency Per IIM-LD-249 5.00% $ 134,145.00 Railroad Flagging/Coordination Input Req'd Input Req'd Select $ - State Forces Input Req'd Input Req'd Select $ - State Police Input Req'd Input Req'd Select $ - Contract Requirements (Incentive/Disincentive; 5% max)5.00% $ 134,145.00 -$ -$ $ 268,290.00 r Select $ - See Section 5.4.3 in PreCON Manual Total CN Estimate without CEI $ 2,951,190.00 Percentage CEI is calculated as a Percentage value of the Total Bid Items Cost (H57) CEI Environmental Inspection (Enter %)Select 0 CEI VDOT or Locality (Enter %)Select 0 CEI Oversight Costs (Enter %)10.00%268,290.00$ Type 1 Percentage 10.00% $ 295,119.00 Total CEI 295,119.00$ Total CN Estimate $ 3,246,309.00 CN Base Estimate Date 6/27/2024 Start Date 2/1/2028 End Date 5/1/2029 TOTAL PROJECT COST ESTIMATE (excluding inflation) (PE+RW+CN)4,948,615.42$ Date of Current Cost 6/27/2024 Phase Estimate ($) without LAP OVERSIGHT COST Contingency ($)Total Phase* PE Phase Estimate $ 349,000.00 $ 69,800.00 $ 453,800 RW Phase Estimate $ 891,790.30 $ 356,716.12 $ 1,248,506 CN Phase Estimate(without CEI)2,186,290.00$ 764,900.00$ $ 2,951,190 Total CEI 268,290.00$ 26,829.00$ $ 295,119 CN Phase Estimate(with CEI)2,454,580.00$ 791,729.00$ $ 3,246,309 Total Estimate 3,695,370.30$ 1,218,245.12$ 4,948,615$ 384,000$ 69,800$ 891,790$ 356,716$ 2,186,290$ 764,900$ 295,119$ Do not enter a negative value for defined or allowance costs; Ensure input where required. If no value then enter "0"; "0" will result in a gray cell; Total shown is dependent on Risk Type (Phase or Discipline) Phase Risk Type and Contingency (Value of Risk): For Type 1 enter % amount; For Type 2 enter $ amount RW Phase Risk/Contingency/Unknowns = CN Phase Estimate Risk/Contingency = Total Project Cost Estimate Summary * Use combined Defined, Allowance, Contingency Costs and LAP Oversight. Total Phase includes Oversight Costs and Contract Requirements. Phase dates (XX/XX/XXXX) Do not enter a negative value for defined or allowance costs; For Contingency Values please refer to the ROW Cost Estimate Guide Section 8 Construction Engineering (CEI) Source: Phase Risk Type and Contingency (Value of Risk): Use only if applying one contingency to entire phase. For Type 1 enter % amount; For Type 2 enter $ amount Phase Risk Type and Contingency (Value of Risk): Use only if applying one contingency to entire phase. For Type 1 enter % amount; For Type 2 enter $ amount Cell C65 is multiplied by the Total Bid Items Cost (H57) to get H65 Cell C61 is multiplied by the Total Bid Items Cost (H57) to get H61 SYIP PROJECTS DETAILED PROJECT COST ESTIMATE SUMMARY (Version 3.1: 6/3/2024) FRANKLIN TURNPIKE PROJECT PIPELINE IMPROVMENTS EPR, P.C. Project Estimate Component Preliminary Engineering Phase Do not enter a negative value for defined or allowance; Ensure input where required. If no value then enter "0" Pittsylvania County (71) Risks/Contingency/Unknowns Dollar amounts for SMART PORTAL entry Right-of-Way & Utilities Phase SUBTOTAL RW PHASE ESTIMATE (Without Contingency) TOTAL RW PHASE ESTIMATE PE Base Estimate = RW Base Estimate = CN Base Estimate = Phase dates (XX/XX/XXXX) Phase dates (XX/XX/XXXX) Total Non-Bid Items PE Phase Risk/Contingency/Unknowns = CEI amount = Base Estimate Dollar amounts for SMART PORTAL entry: Copy Creation/Pre Scope Estimate to Tracking Tab Copy Final Scoping/PFI Estimate to Tracking Tab Copy Public Hearing/PI Estimate to Tracking Tab Copy Pre Adv Conference Estimate to Tracking TabCopy Field Inspection Estimate to Tracking Tab 481 Inflation**Total Cost*** PE Phase Estimate 1.1130 505,079$ RW Phase Estimate 1.1687 1,459,129$ CN Phase Estimate(without CEI)1.1687 3,449,056$ Total CEI 1.1687 344,906$ CN Phase Estimate(with CEI)1.1687 3,793,961$ Total Estimate Total:5,758,170$ ** Inflation rates taken from VDOT Inflation/Escalation Memorandum, Dated 6/3/2024 *** Total Costs should match with total costs output from SMART Portal. Inflation Factors Future Cost (including inflation) 4. Review the standard phase comments imported and adjust the comments in the "MANUAL" tab for specificity regarding your estimate. 5. Save the updated PCES workbook for upload to the PCES site. INSTRUCTIONS FOR TRANSFERING A CEWB ESTIMATE INTO A PCES(Workbook) 1. Download the current version of the PCES workbook for your project from the PCES site and save to you computer (you do not need to open it yet) 2. Click the "Transfer CEWB to PCES" button below. 3. After you click the button you will be prompted to open your PCES workbook. After opening the workbook, the following will happen automatically: a. The inflated PE, RW and CN estimate will be populated in the MANUAL tab, along with standard phase comments. b. The PE, RW, Utility and CN phase will all be set to “Manual” on the SUMMARY tab. c. The Ad Year and Construction End Year cells will be set to “FY2022” to avoid any inflation calculations in PCES. d. The estimate shown in the SUMMARY tab should match the inflated estimate from your CEWB. 482 PROJECT COST ESTIMATE 6/27/20242:52 PM PROJ.:FRANKLIN TURNPIKE PROJECT PIPELNE IMPROVEMENTS 2.96 PROJ.:FRANKLIN TURNPIKE PROJECT PIPELNE IMPROVEM 6/27/2024SITE: SITE:0 MOBILIZATION 81 Item Code:#N/A #N/A ITEM ITEM DESCRIPTION UNITS QUAN.UNIT PRICE AMOUNT Locked CEWB ID 119,763.08$ = $80,000 + 5 Item Code Item Description Units Estimated Qty Unit Price MOBILIZATION 119,763.08$ = $80,000 + 5% OF (THE SUM OF BID ITEMS - $1 MILLION) 301SD20-0002 CLEARING AND GRUBBING ACRE 0.200000003 $134,712.61 26,942.52$ 8 CN 1,797,936.50$ 0 302SD20-0001 BEDDING MATL.AGGR.NO. 25 OR 26 TON 375 $66.42 24,907.42$ 8 RW 1,248,506.42$ See CEWB 0 303SD20-0001 REGULAR EXCAVATION CY 567 $76.07 43,128.91$ 8 ENGINEERING 453,800.00$ See CEWB OF SUBTOTAL 303SD20-0016 MINOR STR. EXCAV. PIPE CULVERT CY 195 $72.84 14,203.80$ Locked 4 CEI 295,119.00$ See CEWB308SD20-0001 AGGR. MATL. NO. 1 TON 303 $48.66 14,743.98$ Locked 3 CONTINGENCIES/OVERSIGHT 1,033,490.00$ See CEWB OF SUBTOTAL 308SD20-0012 AGGR. BASE MATL. TY. I NO. 21B TON 345.000 $127.13 43,859.30$ 3 Inflation:-$ 0 315SD20-0005 ASPHALT CONCRETE TY. IM-19.0D TON 864.000 $185.92 160,638.16$ 3 TOTAL 4,948,615.00$ 0 315SD20-0008 ASPHALT CONC.TY. SM-9.5D TON 849.000 $198.38 168,424.46$ 3 0 315SD20-0011 ASPHALT CONCRETE TY. BM-25.0D TON 165.000 $134.05 22,118.25$ Locked 3 Regression Model:Non-Linear Linear 0 315SX20-0011 NS SAW-CUT ASPH CONC LF 750 $9.99 7,490.47$ 3 District:Lynchburg Non-Linear 0 502SD20-0014 STD. CURB CG-3 LF 24 $76.06 1,825.35$ 3 Pricing Model Date:5/29/2024 Current To 4/2024 Letting Average 0 502SD20-0022 STD. COMB. CURB & GUTTER CG-6 LF 813 $67.73 55,067.50$ 3 0 515SD20-0005 FLEXIBLE PAVE. PLANING ABOVE 2"-4"SY 6,532.000 $12.15 79,356.62$ 3 No Inflation 0 517SD20-0002 CONSTRUCTION SURVEYING MIN.-PLAN LS 1 $40,000.00 40,000.00$ Locked 1 5/15/2023 0 506SD20-0002 RETAINING WALL RW-3 CY 7 $1,412.77 9,889.39$ Locked 3 0 512SD20-0014 TEMPORARY (CONSTRUCTION) SIGN SF 864.000 $36.49 31,528.83$ 2 0512SD20-0024 GROUP 2 CHANNELIZING DEVICES DAY 36,000.000 $1.97 70,923.60$ 2 0 512SD20-0025 PORT.CHANGEABLE MESS. SIGN HR 8640 $16.59 143,311.68$ 2 0 512SD20-0027 FLAGGER SERVICE HR 1,800.000 $40.47 72,848.70$ 2 514SD20-0002 FIELD OFFICE TY.II MO 12 $5,247.17 62,966.00$ 2 303SD20-0019 EROSION CONTROL MULCH SY 347 $3.71 1,287.37$ Locked 9 303SD20-0031 INLET PROTECTION , TYPE B EA 6 $463.56 2,781.33$ 9 303SD20-0034 TEMP. SILT FENCE TYPE A LF 870.000 $7.56 6,581.11$ 9 602SD20-0001 TOPSOIL CLASS A 2"ACRE 0.200 $15,951.47 3,190.29$ Locked 9 0.00 603SD20-0002 TEMPORARY SEED LB 20.000 $50.40 1,007.90$ 9 603SD20-0003 REGULAR SEED LB 24 $34.39 825.40$ 9 530 -$ 603SD20-0004 OVERSEEDING LB 24.000 $57.06 1,369.48$ 9 535 -$ 510SX20-0047 NS RELOCATE LS 1.000 $20,000.00 20,000.00$ Locked 5 536 -$ 700SD20-0003 REMOVE EXISTING 1 POST SIGN STRUCTURE EA 2.000 $614.91 1,229.81$ 6 one offs -$ 700SD20-0012 RELOCATE EX. 1 POST GRND MOUNT SGN PANEL EA 2.000 $471.35 942.70$ 6 Hydraulics -$ 0% 700SD20-0037 SIGN POST STP-1, 2 1/2", 12 GAUGE LF 22 $48.76 1,072.83$ 6 Grading& Pavement 925,204$ 52% 700SD20-0039 CONC. SIGN FDN. STP-1 TY.B EA 2.000 $1,446.20 2,892.40$ 6 Utilities 20,000$ 1% 700SD20-0060 ELECTRICAL SERVICE SE-5 EA 1 $6,319.68 6,319.68$ Locked 6 GR, MOT, &Traffic 391,468$ 22% 700SD20-0066 PEDESTAL POLE PF-2 10'EA 7 $1,851.45 12,960.15$ Locked 6 Landscaping -$ 0% 700SD20-0068 CONC. FOUND. SIGNAL POLE PF-8 CY 36.000 $1,782.98 64,187.28$ Locked 6 Signs&Signals 441,546$ 25% 700SD20-0069 CONC. FOUNDATION PF-2 EA 7.000 $1,835.68 12,849.76$ Locked 6 Bridge -$ 0% 700SD20-0097 SIGNAL MAST ARM POLE MP-3, TY. F EA 2 $32,228.84 64,457.68$ Locked 6 Incidentals -$ 0% 700SD20-0100 MAST ARM 49'EA 2.000 $11,310.16 22,620.32$ Locked 6 E&S 17,043$ 1% 700SD20-0101 MAST ARM 60'EA 2.000 $14,490.72 28,981.44$ Locked 6 1,795,262$ 700SD20-0113 14/5 CONDUCTOR CABLE LF 1,515.000 $1.03 1,560.45$ Locked 6 Estimate Breakdown (no PE or CEI) 700SD20-0114 14/7 CONDUCTOR CABLE LF 2,070.000 $7.14 14,779.80$ Locked 6 Asphalt (as % of Proj Total)358,671$ 20% 700SD20-0124 CAT 5E DIRECT BURIAL CABLE LF 585.000 $6.08 3,556.80$ Locked 6 TY. SM 168,424$ 47%SM700SD20-0144 8 CONDUCTOR CABLE LF 500.000 $6.80 3,399.85$ 6 TY. IM 160,638$ 45%IM 700SD20-0148 CONDUCTOR CABLE, NO. 8 EGC LF 500.000 $15.76 7,880.15$ 6 TY. BM 22,118$ 6%BM 700SD20-0174 ELECTRICAL SERVICE WORK PAD EA 1.000 $1,703.34 1,703.34$ Locked 6 Other 7,490$ 2%Other 700SD20-0178 JUNCTION BOX JB-S2 EA 3.000 $1,652.66 4,957.98$ Locked 6 Asphalt Type Distribution 700SD20-0179 JUNCTION BOX JB-S3 EA 1.000 $1,975.00 1,975.00$ Locked 6 Bridge Category Breakdown 700SD20-0181 ELECT. SER. GRD. ELECTRODE 10'EA 2 $275.00 550.00$ Locked 6 Superstr. (New)-$ 60000 #DIV/0! 700SD20-0192 BORED CONDUIT 3"LF 250.000 $41.00 10,250.00$ Locked 6 Substr.(New)-$ 65000 #DIV/0! 700SD20-0194 2" PVC CONDUIT LF 100.000 $24.77 2,476.88$ 6 Incidental -$ 67000 #DIV/0! 700SD20-0195 3" PVC CONDUIT LF 160 $15.92 2,547.20$ Locked 6 Superstr. (Widening)-$ 68000 #DIV/0!700SD20-0197 TRENCH EXCAVATION ECI-1 LF 160 $15.92 2,547.90$ 8 Substr. (Widening)-$ 69000 #DIV/0! 700SD20-0199 TEST BORE EA 2.000 $3,830.00 7,660.00$ Locked 6 70000 700SD20-0222 LUMINAIRE ARM 12’EA 2.000 $1,471.56 2,943.12$ Locked 6 -$ 700SX20-0022 NS CONC FOUNDATION EA 1 $2,865.00 2,865.00$ Locked 6 Network Version Enter % based on Proj. specific conditions & requirements Enhanced Regression Use Formula for Mobilization New Item Codes $- $925, $20,000 $391,468 $- $441,546 $- $- $17,043 Estimate Brea 47%45% 6%2% 20% 0% 10% 20% 30% 40% 50%Asphalt Type Distribution SM IM BM Other Asphalt (as % of Proj Total) 0%0%0%0%0%Bridge Category Breakdown 0% 52% 1% 22% 0% 25% 0%0%1%Estimate Breakdown (no PE or CEI) Hydraulics Grading& Pavement Utilities GR, MOT, &Traffic Landscaping Signs&Signals Bridge Incidentals E&S E:\EPR, PC\Projects\TMPD Projects\24-035 Franklin Tpk Phase 3 TO MB\Costing\PROJECT_ESTIMATE2.96_acc_Franklin Tpk_061824 483 PROJECT COST ESTIMATE 6/27/20242:52 PM 701SD20-0001 SIGN PANEL SF 36.000 $58.24 2,096.66$ 6703SD20-0003 LOCAL CONTROLLER, TY. A EA 1 $18,953.60 18,953.60$ Locked 6 703SD20-0007 TRAF. SIG. HEAD SEC 12" HVS BACKPLATE EA 10 $430.29 4,302.90$ Locked 6 703SD20-0011 PEDESTRIAN ACTUATION PA-2 EA 8.000 $2,006.35 16,050.80$ Locked 6 703SD20-0014 VIDEO DET. CAMERA EA 3.000 $6,415.35 19,246.05$ Locked 6 703SD20-0022 EVP DETECTION SYSTEM 3-WAY EA 1.000 $9,943.82 9,943.82$ Locked 6703SD20-0024 EVP DETECTOR CABLE LF 585.000 $4.94 2,889.90$ Locked 6 703SD20-0034 HANGER ASSEMBLY SM-3, ONE WAY EA 10.000 $460.00 4,600.00$ Locked 6 703SD20-0037 HANGER ASSEMBLY SMB-2, ONE WAY EA 6.000 $465.79 2,794.74$ Locked 6 703SD20-0038 HANGER ASSEMBLY SMB-2, TWO WAY EA 1.000 $275.61 275.61$ Locked 6703SD20-0053 UNINTERRUPTIBLE POWER SUPPLY TYPE 2 EA 1 $7,474.02 7,474.02$ Locked 6 703SD20-0054 UNINTERRUPT. PWR SUPPLY BATTERY PAC EA 1 $4,022.38 4,022.38$ Locked 6 703SD20-0055 UNINTERRUPTIBLE POWER SUPPLY CABINET ATT EA 1 $5,531.26 5,531.26$ Locked 6 703SD20-0060 PEDESTRIAN SIGNAL HEAD SP-8 EA 8.000 $927.20 7,417.60$ Locked 6 704SD20-0006 TYPE B CLASS I PVMT LINE MRKG 4"LF 5,100.000 $2.14 10,896.15$ 6 704SD20-0010 TY.B CL.I PAVE. LINE MARK. 24"LF 526 $51.65 27,170.43$ 6 CEWB Category Total Roundup PCT 704SD20-0048 PVMT SYMB MRKG SGL TURN ARR. TY B CL II EA 8 $484.15 3,873.19$ 6 1 Mob/CN_Surv 159,763.08$ 160,000.00$ 8.89% 704SD20-0051 DBL TURN ARR.THRU/LT OR RT TY B, CL II EA 1 $813.26 813.26$ Locked 6 2 MOT 381,578.81$ 382,000.00$ 21.22% 704SD20-0053 PVMT SYMB MRKG TRPL TURN ARR TY B, CL I EA 1.000 $392.76 392.76$ Locked 6 3 Roadway 563,413.48$ 564,000.00$ 31.34% 705SD20-0011 LUMINAIRE 250 WATT H.P.S. POLE-MNT EA 2.000 $1,316.86 2,633.72$ Locked 6 4 Hydraulics 236,701.14$ 237,000.00$ 13.17%501SD20-0004 UNDERDRAIN UD-4 LF 813.000 $108.46 88,177.74$ 4 5 In-plan Utilities 20,000.00$ 20,000.00$ 1.11%302SD20-0041 STORM SEWER PIPE 24"LF 515.000 $190.90 98,312.11$ Locked 4 6 Traffic 438,998.47$ 439,000.00$ 24.42% 302SX20-0022 BAT SURVEY FOR DISTURBED STORMSEWER PIPES EA 1.000 $15,000.00 15,000.00$ Locked 4 7 Structures/Bridges -$ -$ 0.00% 302SD20-0313 DROP INLET DI-3B,L=8'EA 3.000 $7,002.50 21,007.50$ Locked 4 8 Earthwork/Geotech 97,526.76$ 98,000.00$ 5.42% 9 Enviro/Soundwalls 17,042.89$ 18,000.00$ 0.95%10 Other -$ -$ 0.00% Total Number of Bid items = 79 Total:1,915,025$ 1,918,000$ 106.51% Check:117,088.13$ Superstr. (New)Substr.(New) Incidental Superstr. (Widening) Substr. (Widening) 8.89% 21.22% 31.34% 13.17% 1.11% 24.42% 0.00%5.42%0.95%0.00%CEWB Categories Mob/CN_Surv MOT Roadway Hydraulics In-plan Utilities Traffic Structures/Bridges Earthwork/Geotech Enviro/Soundwalls Other E:\EPR, PC\Projects\TMPD Projects\24-035 Franklin Tpk Phase 3 TO MB\Costing\PROJECT_ESTIMATE2.96_acc_Franklin Tpk_061824 484 PROJECT COST ESTIMATE 6/27/20242:52 PM E:\EPR, PC\Projects\TMPD Projects\24-035 Franklin Tpk Phase 3 TO MB\Costing\PROJECT_ESTIMATE2.96_acc_Franklin Tpk_061824 485 PITTSYLVANIA COUNTY SMART SCALE PACKAGE FRANKLIN TPK IMPROVEMENTS 6/17/2024 Prepared By: EPR, P.C. PRELIMINARY ENGINEERING ESTIMATE Discipline %Source Cost PE Cost (Allowance)Assumptions Roadway 12.00%1,013,000.00$ 122,000.00$ 12% of the Base CN Costs of Roadway, Earthwork, Mobilization, and 1/2 MOT Hydraulics 12.00%237,000.00$ 29,000.00$ 12% of the Base CN Cost of Hydraulics In-plan Utilities 12.00%20,000.00$ 3,000.00$ 12% of the Base CN Cost of Utiltiies Traffic 12.00%630,000.00$ 76,000.00$ 12% of the Base CN Costs of Traffic and 1/2 MOT Structures/Bridges 8.00%-$ -$ 8% of the Base CN Cost of Structures/Bridge Materials/Geotech 3.00%1,918,000.00$ 58,000.00$ 2-3% of the Total Base CN Cost (use 3% if Interstate project and/or Bridges/Walls are required) Survey/SUE/Quality Level A SUE 2.00%1,918,000.00$ 39,000.00$ 2-3% of the Total Base CN Cost (use 3% if urban environment or Interstate project) Environmental 1.00%1,918,000.00$ 20,000.00$ 1-2% of the Total Base CN Cost (use 2% if known impacts or Envi. Assess. Required) Right of Way 1.00%140,718.45 2,000.00$ 1% of the Total Base RW Cost Other -$ VDOT Project PE Oversight 10.00%349,000.00$ 35,000.00$ 20% of PE above (use when know consultant project) Base Cost 349,000.00$ Contingency 20.00%69,800.00$ TOTAL 453,800.00$ 486 PITTSYLVANIA COUNTY SMART SCALE PACKAGE FRANKLIN TPK IMPROVEMENTS 6/17/2024 Prepared By: EPR, P.C. RIGHT OF WAY & UTILITIES ESTIMATE Right of Way Acquisition $/SF $/SF Parcel Property Number Address Ac.SF Land Value Improve.Total Land Easement Property Type Proposed ROW (Calculated Area) Proposed Temp Easement (Calculated Area) Proposed ROWCost Proposed Temp Easement Cost 1 KFG PROPOERTIES 1.226 53,405 86,700.00$ 436,400.00$ 523,100.00$ 10.00$ 3.00$ Commercial 194.86 -$ 584.58$ 4 C2 INVESTORS 1.029 44,823 66,800.00$ -$ 66,800.00$ 10.00$ 3.00$ Commercial 397.83 -$ 1,193.49$ 5 TURNPIKE TOWNHOMES 6.82 297,079 300,000.00$ 7,057,700.00$ 7,357,700.00$ 10.00$ 3.00$ Commercial 246.98 1,704.65 2,469.78$ 5,113.95$ 6 C2 INVESTORS 0.4201 18,300 27,600.00$ -$ 27,600.00$ 10.00$ 3.00$ Commercial 27.97 159.33 279.73$ 477.99$ 8 CARTER BANK & TRUST 5.49 239,144 120,600.00$ -$ 120,600.00$ 10.00$ 3.00$ Commercial 536.89 -$ 1,610.67$ Parcels 274.95 2,993.56 2,749.51$ 8,980.68$ Neg Allowance 11,730.19$ 1,173.02$ RW Consultant Parcels 5 75,000.00$ Condem Allowance 2,815.24$ Damages 50,000.00$ Base Right of Way Total 140,718.45$ Contingency 40%56,287.38$ TOTAL 197,005.83$ Utilities Type Unit Quantity Unit Price TotalUndergroundLF500150.00$ 75,000.00$ Utility Poles EA 4 100,000.00$ 400,000.00$ Sign EA 1 3,000.00$ 3,000.00$ Allowance (Based on CN Base Cost)10%192,000.00$ Base Utilities Total 670,000.00$ Contingency 268,000.00$ 40% TOTAL 938,000.00$ VDOT Project RW Oversight Base Oversight Total 81,071.85$ 10%Contingency 32,428.74$ 40% TOTAL 113,500.58$ Area Assessed Value 487 200' TAPER200' TAPER200' TAPER200' TURN LANE200' TURN LANE100' TAPERCLOSE DRIVEWAYSHADOWWOOD MARTORPHANAGE ROADFRANKLIN TURNPIKE0601KFG PROPERTIES LLC1223 FRANKLIN TPK, 1227DANVILLE, VA 24540PARCEL ID: 59752TAX MAP:1916003000005000ACRES: 1.22602ASSOCIATED SERVICESCORPORATION1217 FRANKLIN TPKDANVILLE, VA 24541PARCEL ID: 59750TAX MAP: 1916003000006000ACRES: 0.265203CHRIST THE KING LUTHERANCHURCH TRUSTEES1172 FRANKLIN TPKDANVILLE, VA 24540PARCEL ID: 70061TAX MAP: 1916002000027000ACRES: 4.61C2 INVESTORS LLCFRANKLIN TPKDANVILLE, VA 24540PARCEL ID: 70060TAX MAP: 1916002000028000ACRES: 1.02905TURNPIKE TOWNHOME APARTMENTS LLC1300 FRANKLIN TPKDANVILLE, VA 24540PARCEL ID: 58497TAX MAP: 1916002000007000ACRES: 6.82TEMPORARY CONSTRUCTIONEASEMENT - 397.8328 SFC2 INVESTORS LLCFRANKLIN TPKDANVILLE, VA 24540PARCEL ID: 78474TAX MAP: 1916002000029000ACRES: 0.42010107C2 INVESTORS LLCFRANKLIN TPK/41 LOT 2DANVILLE, VA 24540GPIN: 2319-85-8081ACRES: 5.4908CARTER BANK & TRUSTFRANKLIN TPK/41 LOT 1DANVILLE, VA 24540GPIN: 2319-84-3596ACRES: 2.81TEMPORARY CONSTRUCTIONEASEMENT - 194.8640 SFTEMPORARY CONSTRUCTIONEASEMENT - 1765.3907 SFPROVIDE UTILITYSERVICE ACCESSEXISTING CURB INLETSTO BE RELOCATED (3) TOTURN LANE ALIGNMENTEXISTING SIGNS TO BERELCOATED (4) TOTURN LANE ALIGNMENT11'11'11'11'11'2221333304TEMPORARY CONSTRUCTIONEASEMENT - 219.2283 SF0101EXISTIN G E A S E M E N T (APPRO X .) FRONT BACK C11'0101201125' TURN LANEFeet04080ORPHANAGE ROAD TRAFFIC SIGNAL CONCEPT (SHEET 1 OF 2)FRANKLIN TURNPIKE PROJECT PIPELINE IMPROVEMENT ALTERNATIVES JUNE 2024PROP. FULL DEPTH PAVEMENTPROP. MILL AND OVERLAYEXISTING EDGE OF PAVEMENTLEGENDEXISTING PARCEL BOUNDARY/ROWPROP. SIDEWALKPROP. ADA RAMPPROPOSED CURB AND GUTTER (CG-6)PROPOSED ADA RAMP (CG-12)PROPOSED 5' WIDE SIDEWALK123PROP. TEMP. CONSTRUCTION EASEMENT01IMPACTED SIGN/UTILITY STRUCTUREIMPACTED RIGHT OF WAYPROPERTY INFORMATION###EXISTING CURB AND GUTTER (CG-6)PROPOSED PEDESTRIAN POLEPROPOSED SIGNAL POLE WITH LUMINAIREPROPOSED SIGNALIZED INTERSECTIONPROP. CURB AND GUTTER (CG-6)PROP. RIGHT OF WAYPROP. WALLIMPACTED PARCEL01488 FRANKLIN TPK/ORPHANAGE ROAD INTERSECTION IMPROVEMENT (SIGNAL/PEDESTRIAN) JUNE 2024RIGHT OF WAY DATA SHEET (SHEET 2 OF 2)PRELIM. RIGHT OF WAY DATAUPC NO.: CITY/COUNTY: CITY OF DANVILLE/PITTSLVANIA COUNTYTEMPORARY(ENTRANCES)AREA (AREAS GREATER THAN OR EQUAL TO 1 ACRE WILL BE SHOWN IN ACRES TO 3 DECIMAL PLACES (X.XXX). AREAS LESS THAN 1 ACRE WILL BE SHOWN TO SQUARE FEET (X,XXX).)PARCELNO.LANDOWNERSHEETNO.TOTALPERMANENTTEMPORARYPROFFERSYES / NOUTILITYACRES OR SQUARE FEETFEE TAKINGFEE REMAINDERACRES ORSQ. FEETACRES ORSQ. FEETHECTARES/HECTARES/OROREASEMENTSACRES ORSQ. FEETHECTARES/ORACRES ORSQ. FEETHECTARES/ORACRES ORSQ. FEETHECTARES/ORSQ. METERSSQ. METERSSQ. METERSSQ. METERSSQ. METERSPRESCRIPTIVER/WACRES OR HECTARES/SQ. METERSORSQ. FEETACRES ORSQ. FEETHECTARES/ORSQ. METERS12KFG PROPERTIES, LLC11.226 (ACRE)10.265 (ACRE)ASSOCIATED SERVICES CORPORATION194.8640 SQFT3CHRIST THE KING LUTHERAN CHURCH TRUSTEES14.610 (ACRE)397.8328 SQFT45678C2 INVESTORS, LLCTURNPIKE TOWNHOME APARTMENTS LLCC2 INVESTORS, LLCC2 INVESTORS, LLCCARTER BANK & TRUST111111.029 (ACRE)6.820 (ACRE)0.420 (ACRE)5.490 (ACRE)2.810 (ACRE)1765.3907 SQFT219.2283 SQFT20.9732 SQFT246.9775 SQFT489 Franklin Turnpike and Orphanage Road Traffic Signal Draft Basis of Design & Cost Estimate Technical Memorandum Pittsylvania County, VA June 27, 2024 REV August 16, 2024 490 i | Page Table of Contents Project Description ....................................................................................................................................... 1 Major Design Features .............................................................................................................................. 1 Background ............................................................................................................................................... 1 Design Information....................................................................................................................................... 2 Design Criteria ........................................................................................................................................... 2 Data Sources ............................................................................................................................................. 2 Assumptions .............................................................................................................................................. 3 Design Waivers/Exceptions ....................................................................................................................... 3 Environmental Considerations .................................................................................................................. 3 Constructability & Maintenance of Traffic Assessment ........................................................................... 3 Risk Plan/Contingency .............................................................................................................................. 4 Cost Estimate ................................................................................................................................................ 5 Methodology ............................................................................................................................................. 5 Cost Estimate Breakdown ......................................................................................................................... 5 Additional Study/Analysis Needs ................................................................................................................ 5 Unresolved/Outstanding Items ................................................................................................................ 5 Appendix A: Design Criteria ......................................................................................................................... 6 Appendix B: Site Photos ............................................................................................................................... 7 Appendix C: Risk Register .......................................................................................................................... 10 491 1 | Page Project Description The proposed traffic signal addresses traffic operations and safety issues at the intersection of Franklin Turnpike (VA 41) and Orphanage Road (Route 743) in Pittsylvania County, VA. The improvements include installation of a traffic signal with audible pedestrian signals and crosswalks, a southbound right turn lane, and eastbound left turn lane. • Location – Franklin Turnpike (VA 41) and Orphanage Road (Route 743) intersection • Limits – approximately 400 feet to the north and south of the intersection, 300 feet west of the intersection, and 20 feet east of the intersection • Locality – Pittsylvania County Major Design Features Major design features associated with this project include: • Installation of a traffic signal with audible pedestrian signals and crosswalks on all four approaches • Southbound 200-foot right turn lane with a 200-foot taper • Eastbound 125-foot left turn lane with a 100-foot taper • Closed commercial driveway on Orphanage Road on the southwest corner of the intersection • Retaining wall on the northwest corner of the intersection (pedestrian pole and pushbutton will be located on top of the wall at the appropriate height and lateral distances from the ramps and crosswalk) Background The following studies, efforts, and analyses have been conducted to develop design alternatives, select a preferred alternative, refine concept designs, and develop cost estimates. • Field visits – Teams of traffic engineers and roadway engineers conducted site visits to better understand existing conditions. • Stakeholder coordination – Multiple stakeholder coordination meetings were held during the Project Pipeline study process to gain input/feedback, validate designs, and identify issues/risks. • Traffic Operations Analysis – A traffic operations analysis was completed for the project to identify issues, develop, and evaluate design alternatives. Traffic operational analyses were performed according to Traffic Operations and Safety Analysis Manual (TOSAM) guidelines. Both morning and evening peak hour traffic volumes were analyzed. • Signal Justification Report – A Signal Justification Report was completed including the signal warrant analysis and roundabout consideration per IIM-TE-387.1. 492 2 | Page Design Information Design Criteria The basic project information and primary design criteria follow. Please see Appendix A for a more detailed list of design criteria: • Functional Classification o Minor Arterial – Franklin Turnpike (VA 41) o Major Collector – Orphanage Road (Route 743) • Average Annual Daily Traffic (AADT) o 16,400 – Franklin Turnpike (VA 41) o 2,300 – Orphanage Road (Route 743) • Posted Speed Limit and Design Speed o 45 MPH – Franklin Turnpike north of the intersection (55 MPH 85th percentile speeds) o 40 MPH – Franklin Turnpike south of the intersection o 35 MPH – Orphanage Road • Lane Widths – 11 Feet Data Sources The following data sources were collected/reviewed and informed the project design and analysis work. • Existing GIS data inclusive of right-of-way, parcel lines, some utility information, and aerial imagery • LY 23-09 Franklin Turnpike (VA 41) Project Pipeline Study • Pittsylvania County Proposed Mt Hermon Booster Station Site Plan Multiple field visits were conducted, most recently on June 3, 2024. Field visit staff included traffic engineers, roadway engineers, traffic signal specialists, Pittsylvania County public works staff, and hydraulic engineers. Staff focused on key aspects of the proposed project and potential impacts and risks such as: • Southbound Right Turn Lane and Pump Station in NW Corner: The pump station is being improved. Plans are 95% complete and the County hopes to bid the project in the next six months. All agreed that the preference is to include the southbound right turn lane in the plan. Including the right turn lane impacts one valve that will be relocated. Access to the pump station will be shifted to Franklin Turnpike rather than Orphanage Road and will be roll top curb with 7” sidewalk. Retaining walls will be added where needed on the northwest corner of the intersection. • Access Management on SW Corner (Shadowwood Mart): Access along Orphanage Road will be reduced to a single entrance such that a box truck can circulate through the Shadowwood Mart parking lot. • Traffic Signal: Lighting will be added to the signal poles. The cabinet/controller will be located on the northeast corner near the Turnpike Townhomes sign. Audible push buttons will be included. See Appendix B for Site Photos. 493 3 | Page The design concept was developed in accordance with the requirements of the following references: • AASHTO “A Policy on Geometric Design of Highway and Streets”, 2018, 7th Edition • AASHTO “Roadside Design Guide”, 2011, 4th Edition • MUTCD 11TH Edition • VDOT Road and Design Manual, Rev. July 2021 • VDOT Instructional and Information Memorandum for all VDOT Divisions • VDOT Road and Bridge Standards, 2016 • VDOT Cost Estimating Manual Version 2.0 • VDOT Right of Way Cost Estimate Guide • SMART SCALE Technical Guide for Round 6 • Design Waiver/Exception Policy for SMART SCALE Applications • Public Right-of-Way Accessibility Guidelines • IIM-LD-255 - Practical Design Flexibility in the Project Development Process • VDOT Traffic Engineering Design Manual, Rev. March 2023 Assumptions Following are key design assumptions that informed the concept development and cost estimate preparation. • Structures – retaining walls • Hydraulics and stormwater management – the limits of disturbance are less than 1 acre • Utility impacts – The design minimizes utility impacts as much as possible. However, there will be impacts to five utility poles on the northwest corner of the intersection along with a water valve. • Right of Way – The proposed improvements will involve acquiring right of way and easements on five parcels. Refer to the concept design exhibits and Right of Way Data Sheet for more details. • Schedule – Following is the anticipated project development schedule: o PE 8/2027 Start 9/2028 End o RW/Utility 2/2028 Start 8/2028 End o CN 8/2028 Start 11/2029 End Design Waivers/Exceptions Design waivers are not anticipated. Environmental Considerations An environmental review has not been conducted. Constructability & Maintenance of Traffic Assessment It is anticipated that construction will follow the following general phases: 494 4 | Page • Phase 1 – Utility relocation • Phase 2 – Signal pole placement • Phase 3 – Turn lane and access management construction • Phase 4 – Mast arm and pedestal pole installation • Phase 5 – Final paving, signing, and marking installation Driveway/entrance access will be maintained to all private properties throughout construction with the exception of the driveway to be closed on Orphanage Road closest to Franklin Turnpike. Risk Plan/Contingency The project is considered Moderately Complex and at a Pre-Scoping Phase. However, the level of concept design development is relatively detailed (between Pre-Scoping and PFI level), therefore the Most Likely Estimate (MLE) contingency would be more accurately at the 40% to 45% range. Project specific risks were identified and assessed based on data collected, field visits, and concept design development. In addition, other typical project risks were assessed as applicable. Risks were organized by broad categories including Maintenance of Traffic, Roadway Design, Right of Way, Utilities, Mobilization/Construction Survey, Hydraulics, Traffic, Structures/Bridge Design, Geotechnical, and Environmental. Each individual risk was “scored” based on probability, cost impact and time impact (See attached Cost Estimate Contingency Worksheet). Scoring was used to assign contingencies per risk line item. These line item risk contingencies were then aggregated to determine a contingency amount per category: • Right of Way = 40% • Mobilization/Construction Survey = 40% • Maintenance of Traffic = 30% • Roadway Design = 40% • Hydraulics = 40% • In-plan Utilities = none anticipated • Traffic = 50% • Structures/Bridge Design = none anticipated • Earthwork/Geotechnical = 40% • Environmental = 40%. A Risk Analysis Matrix was also developed to summarize and justify the risk assessment by category and identify mitigation strategies (See Appendix C). 495 5 | Page Cost Estimate Methodology The project cost estimate was developed using the following methodology: • Understanding the goals of the project and scope of improvements to be implemented. • Gathering and reviewing as much information about the project as possible including site visits and stakeholder input. • Establishing design criteria and developing a detailed design concept. • Performing quantity take offs and identifying unit prices based on Bid Tabs to develop “defined costs.” • Identifying proposed property impacts, developing a Right of Way Data Sheet, and coordinating with VDOT to develop Right-of-Way costs. Note, 8 parcels are anticipated to be impacted. • Performing a risk assessment as outlined above and identifying appropriate contingency percentages by category. • Developing Preliminary Engineering costs by category based on a percentage of the Construction cost (See the Cost Estimate for more details). Cost Estimate Breakdown The total 2024 project cost is estimated to be $4,948,615 and broken down by Phase/Major area as follows: • Preliminary Engineering Phase $453,800 • Right of Way and Utilities Phase $1,248,506 • Construction Phase $2,951,190 • CEI $295,119 See the attached Cost Estimate and Cost Estimate Workbook for documentation of calculations, assumptions, and justifications. Additional Study/Analysis Needs Unresolved/Outstanding Items Future work should include a detailed topographic survey, and utility designation (Level B) with test pits (Level A) at potential utility conflict locations. Future work would also include design development phases such as: • Scoping Phase – Preliminary Field Inspection (PFI) Plans • Preliminary Design Phase – Public Hearing (PH) Plans, design waiver requests • Detailed Design Phase – Field Inspection (FI) Plans, utility field inspection, final environmental documentation • Final Design Phase – Right of Way (RW) Plans and acquisition, Pre-Advertisement Conference (PAC) Plans • Advertisement Phase – Advertisement Plans, permitting 496 6 | Page Appendix A: Design Criteria Following provides the basic design criteria for the subject project: Franklin Turnpike and Orphanage Road Traffic Signal Design Criteria Franklin Turnpike Orphanage Road Functional Classification Minor Arterial Major Collector Posted & Design Speed 45 MPH north of Orphanage Road 40 MPH south of Orphanage Road 35 MPH Minimum Lane Width 11’ Cross Slope 2% Roadway Curb and Gutter CG-2 / CG-6 Minimum Sidewalk Width 4’ Minimum Sidewalk Buffer 0’ Pedestrian Crossings High visibility marking detectable surface Curb Ramp Standard CG-12 Entrance Standard NA Shoulder Width NA Median NA 497 7 | Page Appendix B: Site Photos Franklin Turnpike looking north at Orphanage Road 498 8 | Page Looking south from northwest corner of intersection. 499 9 | Page Orphanage Road looking east. 500 10 | Page Appendix C: Risk Register 501 5/28/2024Comments/Notes Mitigation StrategyI. Roadway Design (Design Considerations; Design Exceptions, Status of Preliminary Plans, Typical Sections, Roadway Classification/Traffic Data)GENERAL ROADWAY DESIGNDesign Waiver/ExceptionaPAVEMENT RECOMMENDATIONS REQUIRE RECONSTRUCTION IN PART OR WHOLE.Additional Analysis/ExplorationbSIDEWALK AND BUFFERS WITH EXCEPTIONS MAY BE NEEDED IN SOME AREASc NEW SIGNALII. Bridge Design (Design Considerations; Staged Construction, Demolition of Existing Structure, Bridge Aesthetics)GENERAL BRIDGE DESIGNN/AIII. Right of Way (Total takes, Relocations, Railroad)GENERAL RIGHT OF WAYAdditional Analysis/Explorationa TOTAL TEMPORARY EASEMENT = 1,028 SFb TOTAL TAKING = 0 SFIV. Environmental (Status of Environmental Document; Noise Study, Air Study, T&E, Water/E&S Permits, Hazmat, Stream Relocation)GENERAL ENVIRONMENTALAdditional Analysis/Explorationa ALL APPLICABLE PERMITS FOR STORM & E&Sb STORMWATER POND EXPANSIONV. Utilities (Underground/Overhead Utilities; Power lines, Gas lines, unknown (governmental) utilities)GENERAL UTILITIESAdditional Contingencya DISCOVERY OF UNKNOWN UTILITY CONFLICTSbUTILITY IMPACTS/RELOCATIONS (Utility Poles, Electric boxes, phone, cable, fiber)VI. Geotechnical (Preliminary Geotechnical Investigation Status, Boring Logs, Final Soils and Pavement Report, Minor Structure Foundation design, etc.)GENERAL GEOTECHNICALAdditional Analysis/ExplorationaPAVEMENT RECOMMENDATIONS REQUIRE RECONSTRUCTION IN PART OR WHOLE.Final design and utility survey may identify additional utility conflictsGenerally, roadway design risks have a relatively low probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more details.The level of concept design development is relatively detailed, therefore the Most Likely Estimate (MLE) contingency would be more accurately at the 40% to 45% range for all categories. Survey information and final design may identify additional roadway design risks but not anticipated to be significant. Design waiver is anticipated for the sidewalk tie-ins and travel lane widths. Generally, geotechnical risks have a low to medium probability and cost impact. Typical project risks have been assessed individually. See contingency worksheet for more details.Survey, geotechnical information and final design may identify additional earthwork, or foundation costs. Generally, right of way risks have a relatively high probability and cost impact. Typical project risks have been assessed individually. See contingency worksheet for more details. Final design may change some limits of construction. Relatively low property costs in this area. Generally, environmental risks have a medium probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more details. Environmental review, survey information and final design is not anticipated to add significant design or construction risks. Generally, utility risks have a relatively high probability and cost impact. The project specific risks listed here as well as the other typical project risks have been assessed individually. See contingency worksheet for more details. RISK ANALYSIS MATRIX - PITTSYLVANIA COUNTY - FRANKLIN TURNPIKE AND ORPHANAGE ROADLOCAL JURISDICTIONRisksSTUDY #PROJECT LOCATIONVDOT DISTRICTFRANKLIN TURNPIKE AND ORPHANAGE ROADPITTSYLVANIA COUNTYLYNCHBURG RISK ASSESSMENTPage 1 of 2502 Comments/Notes Mitigation StrategyLOCAL JURISDICTIONRisksSTUDY #PROJECT LOCATIONVDOT DISTRICTFRANKLIN TURNPIKE AND ORPHANAGE ROADPITTSYLVANIA COUNTYLYNCHBURG RISK ASSESSMENTVII. Drainage (Replacement/Flowable Fill of Culverts, Outfall, Large Pipe Installation )GENERAL DRAINAGEAdditional Analysis/Explorationa INLET REPLACEMENTS, ADEQUATE CHANNELb INCREASED IMPERVIOUS AREA - 0.024 AC VIII. Construction (MOT; Time of Day Restrictions, Incentives/Disincentives, DBE, staging area; Clearing of trees)GENERAL CONSTRUCTION Additional Analysis/ExplorationaNEW TRAFFIC SIGNALbMOT ACCESS MANAGEMENT FOR COMMERCIAL ENTRANCESIX. Public Involvement (Localities, Elected Officials, Citizens, Other Agencies)GENERAL PUBLIC INVOLVEMENTX. Approvals/Concurrence (VDOT/external agencies)XI. Coordination with other Ongoing Projects in the CorridorPittsylvania County proposed Mt Hermon Booster Station Preliminary PlansSurvey and final design is not anticipated to add significant design or construction risks. Additional Analysis/ExplorationXII. Additional Issues (Third Party Requirements, Funding/Budget)This will be a relatively low profile project with minimal public and stakeholder involvement. It is not anticipated to have significant construction cost or schedule/time impacts. Generally, construction, MOT and traffic design risks have a relatively low probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more details. Survey and final design is not anticipated to add significant design or construction risks. Anticipated relatively simple construction phasing. Generally, drainage risks have a medium probability and cost impact. The project specific risks listed here as well as other typical project risks have been assessed individually. See contingency worksheet for more detailsSurvey and final design is not anticipated to add significant design or construction risks. Preliminary plans in NW quadrant of the intersection remain within the existing easement and generally have a relatively low probablility and cost impact.Public involvement risks have a relatively high probability but anticipated low cost impact. Page 2 of 2503 Green Cells require input. Allowance / Contingency are not necessarily required. All others are auto calculating. Estimate to be entered based on current dollars and inflation will be applied at the bottom of this workbook for informational purposes only. Portal ID:Project UPC:Prepared By:Milestone Creation/Pre ScopeReviewed By: Project Location:County Tier Level 1Project Complexity Classification Select Project Classification 7 Discipline Source Defined($)Allowance*Risk Type Contingency % (Value of Risk)Total Assumptions Project Management Select $ - Roadway Consultant 122,000.00$ $ 122,000.00 12% of the Base CN Costs of Roadway, Earthwork, Mobilization, and 1/2 MOT Hydraulics Consultant 29,000.00$ $ 29,000.00 12% of the Base CN Cost of Hydraulics Utilities Consultant 3,000.00$ $ 3,000.00 12% of the Base CN Cost of Utiltiies Traffic Consultant 76,000.00$ $ 76,000.00 12% of the Base CN Costs of Traffic and 1/2 MOT Structures/Bridges Select $ - 8% of the Base CN Cost of Structures/Bridge Materials/Geotech Consultant 58,000.00$ $ 58,000.00 2-3% of the Total Base CN Cost (use 3% if Interstate project and/or Bridges/Walls are required) Survey/SUE/Quality Level A SUE Consultant 39,000.00$ $ 39,000.00 2-3% of the Total Base CN Cost (use 3% if urban environment or Interstate project) Environmental Consultant 20,000.00$ $ 20,000.00 1-2% of the Total Base CN Cost (use 2% if known impacts or Envi. Assess. Required) Right of Way Consultant 2,000.00$ $ 2,000.00 1% of the Total Base RW Cost Other Select $ - VDOT PE Oversight on Local Assistance Projects Total entered from LAD Spreadsheet 35,000.00$ 20% of PE above (use when know consultant project) SUBTOTAL PE PHASE ESTIMATE (Without Contingency) 349,000.00$ -$ Select Phase Risk Type Below Contingency % (Value of Risk) Type 1 Percentage 20.00% $ 69,800.00 TOTAL PE PHASE ESTIMATE $ 453,800.00 PE Base Estimate Date 8/16/2024Start Date 8/1/2027End Date 9/1/2028 Discipline Source Defined ($)Allowance* Select Phase Risk Type Here (when using different contingency values for each discipline) Contingency (Value of Risk)Total Assumptions Right-of-Way Acquisition Other 140,718.45$ $ 140,718.45 Estimate for temporary Easements and Permanent Right of Way Utilities Other 670,000.00$ $ 670,000.00 Relocate 4 Utility Poles, and underground connections VDOT Project RW/UT Oversight Consultant 81,071.85$ $ 81,071.85 10% Oversight VDOT RW/UT Oversight on Local Assistance Projects Total entered from LAD Spreadsheet Input Req'd 891,790.30$ -$ RW Contingency:40.00%-$ Type 1 Percentage 40.00% $ 356,716.12 $ 1,248,506.42 RW Base Estimate Date 8/16/2024Start Date 2/1/2028End Date 8/1/2028 Construction Phase Discipline Source Defined ($)Allowance*Discipline Risk Type (Use when selecting many)Contingency (Value of or % of Risk)Total Assumptions Mobilization/Construction Support Consultant 160,000.00$ Input Req'd Type 1 Percentage 40.00% $ 224,000.00 MOT Consultant 382,000.00$ Input Req'd Type 1 Percentage 30.00% $ 496,600.00 Roadway Consultant 564,000.00$ Input Req'd Type 1 Percentage 40.00% $ 789,600.00 Hydraulics Consultant 237,000.00$ Input Req'd Type 1 Percentage 40.00% $ 331,800.00 In-plan Utilities Consultant 20,000.00$ Input Req'd Type 1 Percentage $ 20,000.00 Utility relocation Traffic Consultant 439,000.00$ Input Req'd Type 1 Percentage 50.00% $ 658,500.00 Poles and Controller will be a potential risk for schedule. Structures/Bridges Select Input Req'd Input Req'd Select $ - Earthwork/Geotech Consultant 98,000.00$ Input Req'd Type 1 Percentage 40.00% $ 137,200.00 Environmental/Soundwalls Consultant 18,000.00$ Input Req'd Type 1 Percentage 40.00% $ 25,200.00 Other Select Input Req'd Input Req'd Select $ - Total Bid Items 1,918,000.00$ -$ 0.00% $ 2,682,900.00 VDOT Project CN Oversight Select Input Req'd Input Req'd Select $ - VDOT CN Oversight on Local Assistance Projects Total entered from LAD Spreadsheet Input Req'd Oversight Total -$ Management Reserve / Construction Contract Contingency Per IIM-LD-249 5.00% $ 134,145.00 Railroad Flagging/Coordination Input Req'd Input Req'd Select $ - State Forces Input Req'd Input Req'd Select $ - State Police Input Req'd Input Req'd Select $ - Contract Requirements(Incentive/Disincentive; 5% max)5.00% $ 134,145.00 -$ -$ $ 268,290.00 r Select $ - See Section 5.4.3 in PreCON Manual Total CN Estimate without CEI $ 2,951,190.00 Percentage CEI is calculated as a Percentage value of the Total Bid Items Cost (H57) CEI Environmental Inspection(Enter %)Select 0 CEI VDOT or Locality(Enter %)Select 0 CEI Oversight Costs(Enter %)10.00%268,290.00$ Type 1 Percentage 10.00% $ 295,119.00 Total CEI 295,119.00$ Total CN Estimate $ 3,246,309.00 CN Base Estimate Date 8/16/2024 Start Date 8/28/2028 End Date 11/1/2029 TOTAL PROJECT COST ESTIMATE (excluding inflation) (PE+RW+CN)4,948,615.42$ Date of Current Cost 8/16/2024 Phase Estimate ($) without LAP OVERSIGHT COST Contingency ($)Total Phase* PE Phase Estimate $ 349,000.00 $ 69,800.00 $ 453,800 RW Phase Estimate $ 891,790.30 $ 356,716.12 $ 1,248,506 CN Phase Estimate(without CEI)2,186,290.00$ 764,900.00$ $ 2,951,190 Total CEI 268,290.00$ 26,829.00$ $ 295,119 CN Phase Estimate(with CEI)2,454,580.00$ 791,729.00$ $ 3,246,309 Total Estimate 3,695,370.30$ 1,218,245.12$ 4,948,615$ 384,000$ 69,800$ 891,790$ 356,716$ 2,186,290$ 764,900$ 295,119$ Do not enter a negative value for defined or allowance costs; Ensure input where required. If no value then enter "0"; "0" will result in a gray cell; Total shown is dependent on Risk Type (Phase or Discipline) Phase Risk Type and Contingency (Value of Risk): For Type 1 enter % amount; For Type 2 enter $ amount RW Phase Risk/Contingency/Unknowns =CN Phase Estimate Risk/Contingency = Total Project Cost Estimate Summary * Use combined Defined, Allowance, Contingency Costs and LAP Oversight. Total Phase includes Oversight Costs and Contract Requirements. Phase dates (XX/XX/XXXX) Do not enter a negative value for defined or allowance costs; For Contingency Values please refer to the ROW Cost Estimate Guide Section 8 Construction Engineering (CEI) Source: Phase Risk Type and Contingency (Value of Risk): Use only if applying one contingency to entire phase. For Type 1 enter % amount; For Type 2 enter $ amount Phase Risk Type and Contingency (Value of Risk): Use only if applying one contingency to entire phase. For Type 1 enter % amount; For Type 2 enter $ amount Cell C65 is multiplied by the Total Bid Items Cost (H57) to get H65 Cell C61 is multiplied by the Total Bid Items Cost (H57) to get H61 SYIP PROJECTSDETAILED PROJECT COST ESTIMATE SUMMARY(Version 3.1: 6/3/2024) FRANKLIN TURNPIKE PROJECT PIPELINE IMPROVMENTSEPR, P.C. Project Estimate ComponentPreliminary Engineering Phase Do not enter a negative value for defined or allowance; Ensure input where required. If no value then enter "0" Pittsylvania County (71) Risks/Contingency/Unknowns Dollar amounts for SMART PORTAL entry Right-of-Way & Utilities Phase SUBTOTAL RW PHASE ESTIMATE (Without Contingency) TOTAL RW PHASE ESTIMATE PE Base Estimate =RW Base Estimate =CN Base Estimate = Phase dates (XX/XX/XXXX) Phase dates (XX/XX/XXXX) Total Non-Bid Items PE Phase Risk/Contingency/Unknowns = CEI amount = Base Estimate Dollar amounts for SMART PORTAL entry: Copy Creation/PreScope Estimate to Tracking Tab Copy Final Scoping/PFI Estimate to Tracking Tab Copy PublicHearing/PI Estimate to Tracking Tab Copy Pre Adv Conference Estimate to Tracking TabCopy FieldInspection Estimate to Tracking Tab 504 Inflation**Total Cost*** PE Phase Estimate 1.1687 530,356$ RW Phase Estimate 1.1687 1,459,129$ CN Phase Estimate(without CEI)1.2271 3,621,405$ Total CEI 1.2271 362,141$ CN Phase Estimate(with CEI)1.2271 3,983,546$ Total Estimate Total:5,973,031$ ** Inflation rates taken from VDOT Inflation/Escalation Memorandum, Dated 6/3/2024 *** Total Costs should match with total costs output from SMART Portal. Inflation Factors Future Cost (including inflation) 4. Review the standard phase comments imported and adjust the comments in the "MANUAL" tab for specificity regarding your estimate. 5. Save the updated PCES workbook for upload to the PCES site. INSTRUCTIONS FOR TRANSFERING A CEWB ESTIMATE INTO A PCES(Workbook) 1. Download the current version of the PCES workbook for your project from the PCES site and save to you computer (you do not need to open it yet) 2. Click the "Transfer CEWB to PCES" button below. 3. After you click the button you will be prompted to open your PCES workbook. After opening the workbook, the following will happen automatically: a. The inflated PE, RW and CN estimate will be populated in the MANUAL tab, along with standard phase comments. b. The PE, RW, Utility and CN phase will all be set to “Manual” on the SUMMARY tab. c. The Ad Year and Construction End Year cells will be set to “FY2022” to avoid any inflation calculations in PCES. d. The estimate shown in the SUMMARY tab should match the inflated estimate from your CEWB. 505 PROJECT COST ESTIMATE 6/27/20242:52 PM PROJ.:FRANKLIN TURNPIKE PROJECT PIPELNE IMPROVEMENTS 2.96 PROJ.:FRANKLIN TURNPIKE PROJECT PIPELNE IMPROVEM 6/27/2024SITE: SITE:0 MOBILIZATION 81 Item Code:#N/A #N/A ITEM ITEM DESCRIPTION UNITS QUAN.UNIT PRICE AMOUNT Locked CEWB ID 119,763.08$ = $80,000 + 5 Item Code Item Description Units Estimated Qty Unit Price MOBILIZATION 119,763.08$ = $80,000 + 5% OF (THE SUM OF BID ITEMS - $1 MILLION) 301SD20-0002 CLEARING AND GRUBBING ACRE 0.200000003 $134,712.61 26,942.52$ 8 CN 1,797,936.50$ 0 302SD20-0001 BEDDING MATL.AGGR.NO. 25 OR 26 TON 375 $66.42 24,907.42$ 8 RW 1,248,506.42$ See CEWB 0 303SD20-0001 REGULAR EXCAVATION CY 567 $76.07 43,128.91$ 8 ENGINEERING 453,800.00$ See CEWB OF SUBTOTAL 303SD20-0016 MINOR STR. EXCAV. PIPE CULVERT CY 195 $72.84 14,203.80$ Locked 4 CEI 295,119.00$ See CEWB308SD20-0001 AGGR. MATL. NO. 1 TON 303 $48.66 14,743.98$ Locked 3 CONTINGENCIES/OVERSIGHT 1,033,490.00$ See CEWB OF SUBTOTAL 308SD20-0012 AGGR. BASE MATL. TY. I NO. 21B TON 345.000 $127.13 43,859.30$ 3 Inflation:-$ 0 315SD20-0005 ASPHALT CONCRETE TY. IM-19.0D TON 864.000 $185.92 160,638.16$ 3 TOTAL 4,948,615.00$ 0 315SD20-0008 ASPHALT CONC.TY. SM-9.5D TON 849.000 $198.38 168,424.46$ 3 0 315SD20-0011 ASPHALT CONCRETE TY. BM-25.0D TON 165.000 $134.05 22,118.25$ Locked 3 Regression Model:Non-Linear Linear 0 315SX20-0011 NS SAW-CUT ASPH CONC LF 750 $9.99 7,490.47$ 3 District:Lynchburg Non-Linear 0 502SD20-0014 STD. CURB CG-3 LF 24 $76.06 1,825.35$ 3 Pricing Model Date:5/29/2024 Current To 4/2024 Letting Average 0 502SD20-0022 STD. COMB. CURB & GUTTER CG-6 LF 813 $67.73 55,067.50$ 3 0 515SD20-0005 FLEXIBLE PAVE. PLANING ABOVE 2"-4"SY 6,532.000 $12.15 79,356.62$ 3 No Inflation 0 517SD20-0002 CONSTRUCTION SURVEYING MIN.-PLAN LS 1 $40,000.00 40,000.00$ Locked 1 5/15/2023 0 506SD20-0002 RETAINING WALL RW-3 CY 7 $1,412.77 9,889.39$ Locked 3 0 512SD20-0014 TEMPORARY (CONSTRUCTION) SIGN SF 864.000 $36.49 31,528.83$ 2 0512SD20-0024 GROUP 2 CHANNELIZING DEVICES DAY 36,000.000 $1.97 70,923.60$ 2 0 512SD20-0025 PORT.CHANGEABLE MESS. SIGN HR 8640 $16.59 143,311.68$ 2 0 512SD20-0027 FLAGGER SERVICE HR 1,800.000 $40.47 72,848.70$ 2 514SD20-0002 FIELD OFFICE TY.II MO 12 $5,247.17 62,966.00$ 2 303SD20-0019 EROSION CONTROL MULCH SY 347 $3.71 1,287.37$ Locked 9 303SD20-0031 INLET PROTECTION , TYPE B EA 6 $463.56 2,781.33$ 9 303SD20-0034 TEMP. SILT FENCE TYPE A LF 870.000 $7.56 6,581.11$ 9 602SD20-0001 TOPSOIL CLASS A 2"ACRE 0.200 $15,951.47 3,190.29$ Locked 9 0.00 603SD20-0002 TEMPORARY SEED LB 20.000 $50.40 1,007.90$ 9 603SD20-0003 REGULAR SEED LB 24 $34.39 825.40$ 9 530 -$ 603SD20-0004 OVERSEEDING LB 24.000 $57.06 1,369.48$ 9 535 -$ 510SX20-0047 NS RELOCATE LS 1.000 $20,000.00 20,000.00$ Locked 5 536 -$ 700SD20-0003 REMOVE EXISTING 1 POST SIGN STRUCTURE EA 2.000 $614.91 1,229.81$ 6 one offs -$ 700SD20-0012 RELOCATE EX. 1 POST GRND MOUNT SGN PANEL EA 2.000 $471.35 942.70$ 6 Hydraulics -$ 0% 700SD20-0037 SIGN POST STP-1, 2 1/2", 12 GAUGE LF 22 $48.76 1,072.83$ 6 Grading& Pavement 925,204$ 52% 700SD20-0039 CONC. SIGN FDN. STP-1 TY.B EA 2.000 $1,446.20 2,892.40$ 6 Utilities 20,000$ 1% 700SD20-0060 ELECTRICAL SERVICE SE-5 EA 1 $6,319.68 6,319.68$ Locked 6 GR, MOT, &Traffic 391,468$ 22% 700SD20-0066 PEDESTAL POLE PF-2 10'EA 7 $1,851.45 12,960.15$ Locked 6 Landscaping -$ 0% 700SD20-0068 CONC. FOUND. SIGNAL POLE PF-8 CY 36.000 $1,782.98 64,187.28$ Locked 6 Signs&Signals 441,546$ 25% 700SD20-0069 CONC. FOUNDATION PF-2 EA 7.000 $1,835.68 12,849.76$ Locked 6 Bridge -$ 0% 700SD20-0097 SIGNAL MAST ARM POLE MP-3, TY. F EA 2 $32,228.84 64,457.68$ Locked 6 Incidentals -$ 0% 700SD20-0100 MAST ARM 49'EA 2.000 $11,310.16 22,620.32$ Locked 6 E&S 17,043$ 1% 700SD20-0101 MAST ARM 60'EA 2.000 $14,490.72 28,981.44$ Locked 6 1,795,262$ 700SD20-0113 14/5 CONDUCTOR CABLE LF 1,515.000 $1.03 1,560.45$ Locked 6 Estimate Breakdown (no PE or CEI) 700SD20-0114 14/7 CONDUCTOR CABLE LF 2,070.000 $7.14 14,779.80$ Locked 6 Asphalt (as % of Proj Total)358,671$ 20% 700SD20-0124 CAT 5E DIRECT BURIAL CABLE LF 585.000 $6.08 3,556.80$ Locked 6 TY. SM 168,424$ 47%SM700SD20-0144 8 CONDUCTOR CABLE LF 500.000 $6.80 3,399.85$ 6 TY. IM 160,638$ 45%IM 700SD20-0148 CONDUCTOR CABLE, NO. 8 EGC LF 500.000 $15.76 7,880.15$ 6 TY. BM 22,118$ 6%BM 700SD20-0174 ELECTRICAL SERVICE WORK PAD EA 1.000 $1,703.34 1,703.34$ Locked 6 Other 7,490$ 2%Other 700SD20-0178 JUNCTION BOX JB-S2 EA 3.000 $1,652.66 4,957.98$ Locked 6 Asphalt Type Distribution 700SD20-0179 JUNCTION BOX JB-S3 EA 1.000 $1,975.00 1,975.00$ Locked 6 Bridge Category Breakdown 700SD20-0181 ELECT. SER. GRD. ELECTRODE 10'EA 2 $275.00 550.00$ Locked 6 Superstr. (New)-$ 60000 #DIV/0! 700SD20-0192 BORED CONDUIT 3"LF 250.000 $41.00 10,250.00$ Locked 6 Substr.(New)-$ 65000 #DIV/0! 700SD20-0194 2" PVC CONDUIT LF 100.000 $24.77 2,476.88$ 6 Incidental -$ 67000 #DIV/0! 700SD20-0195 3" PVC CONDUIT LF 160 $15.92 2,547.20$ Locked 6 Superstr. (Widening)-$ 68000 #DIV/0!700SD20-0197 TRENCH EXCAVATION ECI-1 LF 160 $15.92 2,547.90$ 8 Substr. (Widening)-$ 69000 #DIV/0! 700SD20-0199 TEST BORE EA 2.000 $3,830.00 7,660.00$ Locked 6 70000 700SD20-0222 LUMINAIRE ARM 12’EA 2.000 $1,471.56 2,943.12$ Locked 6 -$ 700SX20-0022 NS CONC FOUNDATION EA 1 $2,865.00 2,865.00$ Locked 6 Network Version Enter % based on Proj. specific conditions & requirements Enhanced Regression Use Formula for Mobilization New Item Codes $- $925, $20,000 $391,468 $- $441,546 $- $- $17,043 Estimate Brea 47%45% 6%2% 20% 0% 10% 20% 30% 40% 50%Asphalt Type Distribution SM IM BM Other Asphalt (as % of Proj Total) 0%0%0%0%0%Bridge Category Breakdown 0% 52% 1% 22% 0% 25% 0%0%1%Estimate Breakdown (no PE or CEI) Hydraulics Grading& Pavement Utilities GR, MOT, &Traffic Landscaping Signs&Signals Bridge Incidentals E&S E:\EPR, PC\Projects\TMPD Projects\24-035 Franklin Tpk Phase 3 TO MB\Costing\PROJECT_ESTIMATE2.96_acc_Franklin Tpk_061824 506 PROJECT COST ESTIMATE 6/27/20242:52 PM 701SD20-0001 SIGN PANEL SF 36.000 $58.24 2,096.66$ 6703SD20-0003 LOCAL CONTROLLER, TY. A EA 1 $18,953.60 18,953.60$ Locked 6 703SD20-0007 TRAF. SIG. HEAD SEC 12" HVS BACKPLATE EA 10 $430.29 4,302.90$ Locked 6 703SD20-0011 PEDESTRIAN ACTUATION PA-2 EA 8.000 $2,006.35 16,050.80$ Locked 6 703SD20-0014 VIDEO DET. CAMERA EA 3.000 $6,415.35 19,246.05$ Locked 6 703SD20-0022 EVP DETECTION SYSTEM 3-WAY EA 1.000 $9,943.82 9,943.82$ Locked 6703SD20-0024 EVP DETECTOR CABLE LF 585.000 $4.94 2,889.90$ Locked 6 703SD20-0034 HANGER ASSEMBLY SM-3, ONE WAY EA 10.000 $460.00 4,600.00$ Locked 6 703SD20-0037 HANGER ASSEMBLY SMB-2, ONE WAY EA 6.000 $465.79 2,794.74$ Locked 6 703SD20-0038 HANGER ASSEMBLY SMB-2, TWO WAY EA 1.000 $275.61 275.61$ Locked 6703SD20-0053 UNINTERRUPTIBLE POWER SUPPLY TYPE 2 EA 1 $7,474.02 7,474.02$ Locked 6 703SD20-0054 UNINTERRUPT. PWR SUPPLY BATTERY PAC EA 1 $4,022.38 4,022.38$ Locked 6 703SD20-0055 UNINTERRUPTIBLE POWER SUPPLY CABINET ATT EA 1 $5,531.26 5,531.26$ Locked 6 703SD20-0060 PEDESTRIAN SIGNAL HEAD SP-8 EA 8.000 $927.20 7,417.60$ Locked 6 704SD20-0006 TYPE B CLASS I PVMT LINE MRKG 4"LF 5,100.000 $2.14 10,896.15$ 6 704SD20-0010 TY.B CL.I PAVE. LINE MARK. 24"LF 526 $51.65 27,170.43$ 6 CEWB Category Total Roundup PCT 704SD20-0048 PVMT SYMB MRKG SGL TURN ARR. TY B CL II EA 8 $484.15 3,873.19$ 6 1 Mob/CN_Surv 159,763.08$ 160,000.00$ 8.89% 704SD20-0051 DBL TURN ARR.THRU/LT OR RT TY B, CL II EA 1 $813.26 813.26$ Locked 6 2 MOT 381,578.81$ 382,000.00$ 21.22% 704SD20-0053 PVMT SYMB MRKG TRPL TURN ARR TY B, CL I EA 1.000 $392.76 392.76$ Locked 6 3 Roadway 563,413.48$ 564,000.00$ 31.34% 705SD20-0011 LUMINAIRE 250 WATT H.P.S. POLE-MNT EA 2.000 $1,316.86 2,633.72$ Locked 6 4 Hydraulics 236,701.14$ 237,000.00$ 13.17%501SD20-0004 UNDERDRAIN UD-4 LF 813.000 $108.46 88,177.74$ 4 5 In-plan Utilities 20,000.00$ 20,000.00$ 1.11%302SD20-0041 STORM SEWER PIPE 24"LF 515.000 $190.90 98,312.11$ Locked 4 6 Traffic 438,998.47$ 439,000.00$ 24.42% 302SX20-0022 BAT SURVEY FOR DISTURBED STORMSEWER PIPES EA 1.000 $15,000.00 15,000.00$ Locked 4 7 Structures/Bridges -$ -$ 0.00% 302SD20-0313 DROP INLET DI-3B,L=8'EA 3.000 $7,002.50 21,007.50$ Locked 4 8 Earthwork/Geotech 97,526.76$ 98,000.00$ 5.42% 9 Enviro/Soundwalls 17,042.89$ 18,000.00$ 0.95%10 Other -$ -$ 0.00% Total Number of Bid items = 79 Total:1,915,025$ 1,918,000$ 106.51% Check:117,088.13$ Superstr. (New)Substr.(New) Incidental Superstr. (Widening) Substr. (Widening) 8.89% 21.22% 31.34% 13.17% 1.11% 24.42% 0.00%5.42%0.95%0.00%CEWB Categories Mob/CN_Surv MOT Roadway Hydraulics In-plan Utilities Traffic Structures/Bridges Earthwork/Geotech Enviro/Soundwalls Other E:\EPR, PC\Projects\TMPD Projects\24-035 Franklin Tpk Phase 3 TO MB\Costing\PROJECT_ESTIMATE2.96_acc_Franklin Tpk_061824 507 PROJECT COST ESTIMATE 6/27/20242:52 PM E:\EPR, PC\Projects\TMPD Projects\24-035 Franklin Tpk Phase 3 TO MB\Costing\PROJECT_ESTIMATE2.96_acc_Franklin Tpk_061824 508 PITTSYLVANIA COUNTY SMART SCALE PACKAGE FRANKLIN TPK IMPROVEMENTS 6/17/2024 Prepared By: EPR, P.C. PRELIMINARY ENGINEERING ESTIMATE Discipline %Source Cost PE Cost (Allowance)Assumptions Roadway 12.00%1,013,000.00$ 122,000.00$ 12% of the Base CN Costs of Roadway, Earthwork, Mobilization, and 1/2 MOT Hydraulics 12.00%237,000.00$ 29,000.00$ 12% of the Base CN Cost of Hydraulics In-plan Utilities 12.00%20,000.00$ 3,000.00$ 12% of the Base CN Cost of Utiltiies Traffic 12.00%630,000.00$ 76,000.00$ 12% of the Base CN Costs of Traffic and 1/2 MOT Structures/Bridges 8.00%-$ -$ 8% of the Base CN Cost of Structures/Bridge Materials/Geotech 3.00%1,918,000.00$ 58,000.00$ 2-3% of the Total Base CN Cost (use 3% if Interstate project and/or Bridges/Walls are required) Survey/SUE/Quality Level A SUE 2.00%1,918,000.00$ 39,000.00$ 2-3% of the Total Base CN Cost (use 3% if urban environment or Interstate project) Environmental 1.00%1,918,000.00$ 20,000.00$ 1-2% of the Total Base CN Cost (use 2% if known impacts or Envi. Assess. Required) Right of Way 1.00%140,718.45 2,000.00$ 1% of the Total Base RW Cost Other -$ VDOT Project PE Oversight 10.00%349,000.00$ 35,000.00$ 20% of PE above (use when know consultant project) Base Cost 349,000.00$ Contingency 20.00%69,800.00$ TOTAL 453,800.00$ 509 PITTSYLVANIA COUNTY SMART SCALE PACKAGE FRANKLIN TPK IMPROVEMENTS 6/17/2024 Prepared By: EPR, P.C. RIGHT OF WAY & UTILITIES ESTIMATE Right of Way Acquisition $/SF $/SF Parcel Property Number Address Ac.SF Land Value Improve.Total Land Easement Property Type Proposed ROW (Calculated Area) Proposed Temp Easement (Calculated Area) Proposed ROWCost Proposed Temp Easement Cost 1 KFG PROPOERTIES 1.226 53,405 86,700.00$ 436,400.00$ 523,100.00$ 10.00$ 3.00$ Commercial 194.86 -$ 584.58$ 4 C2 INVESTORS 1.029 44,823 66,800.00$ -$ 66,800.00$ 10.00$ 3.00$ Commercial 397.83 -$ 1,193.49$ 5 TURNPIKE TOWNHOMES 6.82 297,079 300,000.00$ 7,057,700.00$ 7,357,700.00$ 10.00$ 3.00$ Commercial 246.98 1,704.65 2,469.78$ 5,113.95$ 6 C2 INVESTORS 0.4201 18,300 27,600.00$ -$ 27,600.00$ 10.00$ 3.00$ Commercial 27.97 159.33 279.73$ 477.99$ 8 CARTER BANK & TRUST 5.49 239,144 120,600.00$ -$ 120,600.00$ 10.00$ 3.00$ Commercial 536.89 -$ 1,610.67$ Parcels 274.95 2,993.56 2,749.51$ 8,980.68$ Neg Allowance 11,730.19$ 1,173.02$ RW Consultant Parcels 5 75,000.00$ Condem Allowance 2,815.24$ Damages 50,000.00$ Base Right of Way Total 140,718.45$ Contingency 40%56,287.38$ TOTAL 197,005.83$ Utilities Type Unit Quantity Unit Price TotalUndergroundLF500150.00$ 75,000.00$ Utility Poles EA 4 100,000.00$ 400,000.00$ Sign EA 1 3,000.00$ 3,000.00$ Allowance (Based on CN Base Cost)10%192,000.00$ Base Utilities Total 670,000.00$ Contingency 268,000.00$ 40% TOTAL 938,000.00$ VDOT Project RW Oversight Base Oversight Total 81,071.85$ 10%Contingency 32,428.74$ 40% TOTAL 113,500.58$ Area Assessed Value 510 Source: Esri, Maxar, Earthstar Geographics, and the GIS User CommunityH u n t i n g H i l l s R o a d H u n t i n g H i l l s R o a d Golf Club RoadGolf Club RoadMt Hermon CircleMt Hermon CircleMt H e rm o n C i r c l eMt H e rm o n C i r c l e O Briant AvenueO Briant AvenueMatthew CircleMatthew CircleRidgecrest DriveRidgecrest DriveJackson HeightsJackson HeightsRipley DriveRipley DriveOak Forest CircleOak Forest CircleFranklin TurnpikeFranklin Turnpike Fran k l i n T u r n p i k e Fran k l i n T u r n p i k e Franklin T ur n pi k e Franklin T ur n pi k e Existing AM (PM) Peak Hour Vehicle Volumes N 2 1 3 4 5 6 LY-23-09 VA 41 (Franklin Turnpike) 1 3 524 Franklin Turnpike Franklin Turnpike Franklin TurnpikeFranklin Turnpike Franklin Turnpike Franklin Turnpike &Hunting Hills Road Franklin Turnpike &Mt Hermon Circle Franklin Turnpike &Mt Hermon CircleFranklin Turnpike &Golf Club Road Franklin Turnpike &Oak Forest Circle Overall: N/A Overall: 1136 (1113)Overall: N/AOverall: N/A Overall: 1073 (1079) Franklin Turnpike Franklin Turnpike Franklin TurnpikeFranklin Turnpike Franklin Turnpike Golf Club RoadOak Forest CircleHunting Hills RoadMt HermonCircleMt HermonCircleN/AN/A40 (34)48 (43)N/AN/AN/A N/A 26 (68) 363 (569) N/A N/A N/A N/A 380 (627) 1 (16) N/A N/A 47 (43) 612 (356) N/A N/A N/A N/A 673 (396) 2 (12)N/AN/A7 (9)10 (19)XX (XX) LEGEND Intersec on ID (Signalized) Intersec on ID (Unsignalized) AM (PM)Peak Hour Vehicle Movements Exis ng Vehicle Movement Signalized Intersec on Stop Controlled Approach # # 511 Source: Esri, Maxar, Earthstar Geographics, and the GIS User CommunitySwanson AvenueSwanson AvenueJeanette DriveJeanette DriveWy a t t D r i v e Wy a t t D r i v e Slaughter AvenueSlaughter AvenueMt Hermon Mt Hermon School RoadSchool RoadMeadowood L a n e Meadowood L a n e Afton RoadAfton RoadFranklin TurnpikeFranklin TurnpikeFranklin TurnpikeFranklin Turnpike Franklin TurnpikeFranklin Turnpike Orphanage RoadOrphanage RoadTurnpikeTurnpikeTownhomesTownhomesRidgecrest DriveRidgecrest DriveEagle LaneEagle LaneBerkley StreetBerkley StreetMatthew CircleMatthew CircleExisting AM (PM) Peak Hour Vehicle Volumes N 8 7 9 10 6 LY-23-09 VA 41 (Franklin Turnpike) 1096 Franklin TurnpikeFranklin TurnpikeFranklin Turnpike Franklin Turnpike &Orphanage RoadFranklin Turnpike &Afton RoadFranklin Turnpike &Ridgecrest Drive Overall: 1432 (1728)Overall: N/AOverall: N/A Franklin TurnpikeFranklin TurnpikeFranklin Turnpike Orphanage RoadAccessRidgecrestDriveTurnpike TownhomesAfton RoadAccess7 (2)4 (1)33 (19)N/AN/AN/AN/AN/AN/A20 (32) 345 (845) 37 (73) N/A N/A N/A N/A N/A N/A 3 (4) 824 (530) 59 (68) N/A N/A N/A N/A N/A N/A 56 (79)1 (3)43 (72)N/AN/AN/AN/AN/AN/A87 Franklin TurnpikeFranklin Turnpike Franklin Turnpike &Eagle LaneFranklin Turnpike &Jeanette Drive Overall: N/AOverall: N/A Franklin TurnpikeFranklin Turnpike Jeanette DriveEagle LaneN/AN/AN/A N/A N/A N/A N/A N/A N/A N/A N/AN/AXX (XX) LEGEND Intersec on ID (Signalized) Intersec on ID (Unsignalized) AM (PM)Peak Hour Vehicle Movements Exis ng Vehicle Movement Signalized Intersec on Stop Controlled Approach # # 512 JEANETTE DRIVE SWANSON AVENUEEXXONINTER-PARCELCONNECTION CLOSE DRIVEWAY Feet04080FRANKLIN TURNPIKE PROJECT PIPELINE IMPROVEMENT ALTERNATIVESMARCH 2024JEANETTE DRIVE RCI ALTERNATIVE (SHEET 1 OF 1)EXISTING SIDEWALKLEGENDEXISTING PARCEL BOUNDARYEXISTING CURB AND GUTTER (CG-6)PROPOSED CURB (CG-2)PROPOSED CURB AND GUTTER (CG-6)PROPOSED FULL DEPTH PAVEMENTPROPOSED MILL AND OVERLAYPROPOSED SIDEWALKPROPOSED SHARED USE PATHPROPOSED CONCRETE ISLANDThis improvement works in conjunction with either a signal or roundabout at Ridgecrest Drive.513 FRANKLIN TURNPIKEFRESHMEATMARKETTUSCARORAAUTOSALESAPPLEMARKETMT. HERMON CIRCLE FIRSTNATIONALBANKOAK FOREST CIRCLE MAMAPOSSUM'SFRANKLIN TURNPIKE PROJECT PIPELINE IMPROVEMENT ALTERNATIVESMARCH 2024MOUNT HERMON CIRCLE AND OAK FOREST CIRCLE OVAL ROUNDABOUT ALTERNATIVE (SHEET 1 OF 1)EXISTING SIDEWALKLEGENDEXISTING PARCEL BOUNDARYPROPOSED SIDEWALKPROPOSED SHARED USE PATHPROPOSED CONCRETE ISLANDEXISTING CURB AND GUTTER (CG-6)PROPOSED CURB (CG-2)PROPOSED CURB AND GUTTER (CG-6)PROPOSED FULL DEPTH PAVEMENTPROPOSED MILL AND OVERLAYFeet03060The median would extend to the south.The median would extend to the north.514 RI D G E C R E S T D R I V E CHRISTEPISCOPALCHURCH MATTHEW CI R C L E VALLEY STARCREDITUNIONRIDGECREST DRIVE ROUNDABOUT ALTERNATIVE (SHEET 1 OF 1)Feet04080FRANKLIN TURNPIKE PROJECT PIPELINE IMPROVEMENT ALTERNATIVESMARCH 2024LEGENDEXISTING CURB AND GUTTER (CG-6)PROPOSED CURB (CG-2)PROPOSED CURB AND GUTTER (CG-6)PROPOSED GRASS AREAEXISTING SIDEWALKEXISTING PARCEL BOUNDARYPROPOSED SHARED USE PATHPROPOSED FULL DEPTH PAVEMENTPROPOSED MILL AND OVERLAYPROPOSED SIDEWALKPROPOSED CONCRETE ISLANDMedian would continue to the north.Median would continue to the south.515 NORRISFUNERALHOME FAMILYDOLLAR 473.4835 MT. HERMON CIRCLEFRESHMEATMARKET TUSCARORAVILLAGESHOPPINGCENTER SHHHADULTSTOREAPPLEMARKETOAK FOREST CIRCLE FRANKLIN TURNPIKETUSCARORAAUTOSALESFIRSTNATIONALBANKFRANKLIN TURNPIKEMAMAPOSSUM'SFRANKLIN TURNPIKE PROJECT PIPELINE IMPROVEMENT ALTERNATIVESMARCH 2024MEDIAN CONCEPT MOUNT HERMON CIRCLE TO TUSCARORA SHOPPING CENTER ALTERNATIVE 2 (SHEET 1 OF 1)EXISTING SIDEWALKLEGENDEXISTING PARCEL BOUNDARYPROPOSED SIDEWALKPROPOSED SHARED USE PATHPROPOSED CONCRETE ISLANDEXISTING CURB AND GUTTER (CG-6)PROPOSED CURB (CG-2)PROPOSED CURB AND GUTTER (CG-6)Feet050100PROPOSED FULL DEPTH PAVEMENTPROPOSED MILL AND OVERLAYFull access would be provided for the funeral home.Right-in/right-out only access would be provided to the shopping center.An oval roundabout would be here.516 5.b. BOARD OF SUPERVISORS EXECUTIVE SUMMARY Information Only Agenda Title: AI Generated Photos and Voice-Overs and the Use of Those Items on Social Media Staff Contact(s): Darrell Dalton Agenda Date: September 10, 2024 Item Number: 5.b. Attachment(s): None Reviewed By: Chairman Dalton, or his designee, will facilitate discussion regarding AI generated photos and voice-overs and the use of those items on social media. 517