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Avenue One TIA (updated_formerly Newton Farms)2TR A N S P O R T A T I O N PROJECT # Celebrat i n g C e l e b r a t i n g Avenue One Castle Hayne, NC PREPARED FOR: Mungo Homes Coastal Division October 6, 2023 212010 DAVEI\PORT Transportation I mpact Analysis Avenue One Castle Hayne, NC Prepared for [\4ungo Homes Coastal Division October 6,2023 Analysis, Drafting, Graphics by: Amrit Williams Reviewed and Sealed by: AJ Anastopoulo. P.E. ODa!7 This report is printed on recycled paper with 30% post-consumer content. All paper is FSC Certified. The entire document, including binding, is 100% recyclable. E This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT shall be without liability to DAVENPORT and shall be a violation of the agreement between DAVENPORT and the client. Home Office: 1'19 Brookstown Ave. Suite PH1 Wrlston-Salenr, NC 271 01 Main: 336.744.1636: Fax: 336.458.9377 Wilmington Regional Office: 5917 Oleander Drive, Suite 206 Wilmington, NC 28403 Main: 910.251.8912: Fax: 336 458.9377 '\\\\1ll/i//'s{*, cAR'i'/,, ..-'G.. .;'i'c'.. i (,'2, .--S^"t'""'o4:.7'- = .-o sEAL --\rfuu{, = *1. 054666 -- : z,oz-'t-4"*ffi"r;.s! ?i7 a.o;j;;st?::S'//rltll\\\\\' SEAL Serving the Southeast since 2002 EI E 10/6/2023 212010 Avenue One i EXECUTIVE SUMMARY The proposed Avenue One development is located south of Sidbury Road and east of Dairy Farm Road in Castle Hayne, NC. The proposed project is expected to be built in two phases. Phase 1 will consist of 210 townhomes and 26 single family homes. Full build will consist of a total of 344 townhomes and 397 single family homes. One full movement access point is proposed on Sidbury Road. The expected build-out year for Phase 1 of this development is 2027. Full build is expected to be in 2035. Information regarding the property was provided by Mungo Homes and CLD Engineering, PLLC. DAVENPORT was retained to determine the potential traffic impacts of this development and to identify transportation improvements that may be required to accommodate the impacts of the new development traffic. The Transportation Impact Analysis (TIA) was performed based on the scope agreed upon with the Wilmington Metropolitan Planning Organization (WMPO). This site has a trip generation potential of 6,159 daily trips, 434 trips in the AM peak hour, and 565 trips in the PM peak hour at full build. In conclusion, this study has determined the potential traffic impacts of this development and recommendations have been given where necessary to mitigate the impacts of future traffic. The analysis indicates that some intersections will operate below the ideal level of service even with the recommended improvements in place. Additional improvements should be explored by NCDOT to better address transportation capacity and mobility in the study area. The recommendations summarized in Figure A and in Table A should be constructed to comply with applicable NCDOT Policy on Street and Driveway Access to North Carolina Highways and local standards. 10/6/2023 212010 Avenue One ii Table A – Recommended Improvements INTERSECTION RECOMMENDATIONS Sidbury Road and Dairy Farm Road • No improvements are recommended as the sole responsibility of this project. Sidbury Road and Blue Clay Road • No improvements are recommended. Blue Clay Road and N College Road • Construct an eastbound right-turn lane on Blue Clay Road with 100 feet of storage plus appropriate deceleration and taper. (Phase 1) • Adjust signal timings. (Phase 1) Sidbury Road and Site Access 1 • Construct an eastbound right-turn lane on Sidbury Road with 100 feet of storage plus appropriate deceleration and taper. (Phase 1) • Extend the eastbound right-turn lane on Sidbury Road to provide 500 feet of storage plus appropriate deceleration and taper. (Full Build) • Construct a westbound left-turn lane on Sidbury Road with 100 feet of storage plus appropriate deceleration and taper. (Full Build) • Monitor for signalization. (Full Build) • Design site drive according to applicable NCDOT and local standards. *** NOT TO SCALE *** **NOT TO SCALE**This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. FIGURE A 2027 PH 1 RECOMMENDED IMPROVEMENTS Avenue One New Hanover County, NC PROJECT NUMBER 212010 SR-1336 (Sidbury Road) SR - 2 1 8 1 (D a i r y F a r m R o a d ) US - 1 1 7 (N C o l l e g e R o a d ) 275' 12 5 ' 300' 50' 10 0 ' 25 0 ' ~3,725'~600' 150' 100' Si t e A c c e s s SIGNAL STOP TRAFFIC MOVEMENT ROADWAY LEGEND BLACK = EXISTING BLUE = PROPOSED GREEN = COMMITTED 100' *** NOT TO SCALE *** **NOT TO SCALE**This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. FIGURE B 2035 PH 2 RECOMMENDED IMPROVEMENTS Avenue One New Hanover County, NC PROJECT NUMBER 212010 SR-1336 (Sidbury Road) SR - 2 1 8 1 (D a i r y F a r m R o a d ) US - 1 1 7 (N C o l l e g e R o a d ) 275' 12 5 ' 300' 50' 10 0 ' 25 0 ' ~3,725'~600' 150' 500' Si t e A c c e s s SIGNAL STOP TRAFFIC MOVEMENT ROADWAY LEGEND BLACK = EXISTING BLUE = PROPOSED GREEN = COMMITTED 100' 100' MONITOR FOR SIGNALIZATION 10/6/2023 212010 Avenue One v Table of Contents EXECUTIVE SUMMARY ................................................................................................. i Figure A: 2027 Phase I Recommendations ........................................................................ iii Figure B: 2035 Phase II Recommendations ....................................................................... iv 1.0 Introduction ............................................................................................................. 1 Figure 1 – Site Plan ................................................................................................................. 2 Figure 2A – Site Location Map ............................................................................................... 3 Figure 2B – Vicinity Map ......................................................................................................... 4 2.0 Existing Conditions ................................................................................................ 5 2.1 Inventory .............................................................................................................................. 5 2.2 Existing Traffic Volumes ................................................................................................... 5 Figure 4 – Existing Traffic Volumes ...................................................................................... 7 3.0 Approved Development and Committed Improvements ..................................... 8 3.1 Approved Developments .................................................................................................. 8 3.2 Committed Improvements ................................................................................................ 8 4.0 Methodology ......................................................................................................... 11 4.1 Base Assumptions and Standards ................................................................................ 11 4.2 Future No Build Volumes................................................................................................ 11 Figure 6A –2027 Future No Build Volumes ....................................................................... 12 Figure 6B –2035 Future No Build Volumes ....................................................................... 13 4.3 Trip Generation ................................................................................................................ 14 4.4 Trip Distribution and Assignment .................................................................................. 14 4.5 Future Build Volumes ...................................................................................................... 14 Figure 7 –Trip Distribution..................................................................................................... 15 Figure 8A – 2027 Site Trips .................................................................................................. 16 Figure 8B – 2035 Site Trips .................................................................................................. 17 Figure 9A – 2027 Future Build Volumes ............................................................................ 18 Figure 9B – 2035 Future Build Volumes ............................................................................ 19 5.0 Capacity Analysis ................................................................................................. 20 5.1 Level of Service Evaluation Criteria .............................................................................. 20 5.2 Queueing Evaluation ....................................................................................................... 20 5.3 Level of Service and Queueing Results ....................................................................... 21 6.0 Summary and Conclusion ................................................................................... 36 Figure 10A – 2027 Phase 1 Recommended Improvements ........................................... 37 Figure 10B – 2035 Full build Recommended Improvements .......................................... 38 Appendix ...................................................................................................................... 39 10/6/2023 212010 Avenue One 1 1.0 Introduction The proposed Avenue One development is located south of Sidbury Road and east of Dairy Farm Road in Castle Hayne, NC. The proposed project is expected to be built in two phases. Phase 1 will consist of 210 townhomes and 26 single family homes. Full build will consist of a total of 344 townhomes and 397 single family homes. One full movement access point is proposed on Sidbury Road. The expected build-out year for Phase 1 of this development is 2027. Full build is expected to be in 2035. Information regarding the property was provided by Mungo Homes and CLD Engineering, PLLC. A conceptual site plan is shown in Figure 1, and a site location map and a vicinity map are provided in Figures 2A and 2B, respectively. DAVENPORT was retained to determine the potential traffic impacts of this development and to identify transportation improvements that may be required to accommodate the impacts of the new development traffic. The following intersections are included in the study: 1. Sidbury Road at Dairy Farm Road (unsignalized) 2. Sidbury Road at Blue Clay Road (unsignalized) 3. Blue Clay Road at N College Road (signalized) 4. Sidbury Road and Site Access 1 (unsignalized) These intersections were analyzed during the AM and PM peaks for the following conditions: • 2023 Existing Conditions • 2027 Future No Build Conditions (Phase I) • 2027 Future Build Conditions (Phase I) • 2027 Future Build Conditions + Improvements (Phase I) • 2035 Future No Build Conditions (Full Build) • 2035 Future Build Conditions (Full Build) • 2035 Future Build Conditions + Improvements (Full Build) The Transportation Impact Analysis (TIA) was performed based on the scope agreed upon with the Wilmington Metropolitan Planning Organization (WMPO) and North Carolina Department of Transportation (NCDOT). It was conducted according to the standards and best practices of the transportation engineering profession. FIGURE 1 CONCEPTUAL SITE PLAN Avenue One Project Number 212010 FIGURE 2A SITE LOCATION MAP SITE INDICATOR N SITE FIGURE 2B PROPOSED STUDY INTERSECTIONS 2 3 STUDY INTERSECTIONS EXISTING PROPOSED 1 4 10/6/2023 212010 Avenue One 5 2.0 Existing Conditions 2.1 Inventory Table 2.1 presents a summary of the study area roadway conditions. Figure 3 shows the existing lane geometry. Table 2.1 - Street Inventory Facility Name Route # AADT (vpd) Typical Cross Section Pavement Width Speed Limit (MPH) Maintained By Sidbury Road SR 1336 5,500 2-lane undivided 11-foot lanes 55 NCDOT Blue Clay Road SR 1318 5,600 2-lane undivided 12-foot lanes 55 NCDOT Dairy Farm Road SR 2181 2,300 2-lane undivided 11-foot lanes 55 NCDOT N College Road US 117 9,700 2-lane undivided 12-foot lanes 45 NCDOT 2.2 Existing Traffic Volumes Turning movement counts for this project, with the exception of N College Road at Blue Clay Road were collected by Burns Services, Incorporated when schools were in session. Turning movement counts for N College Road at Blue Clay Road were collected by Marr Traffic Data Collection and were provided by NCDOT. These volumes were grown to 2023 by using a one percent (1%). growth rate. Table 2.2 contains the location, dates, and times these counts were conducted. The traffic volumes were not balanced between the study intersections since the existing driveways and land uses account for the imbalance. Additionally, a minimum of four vehicles per hour were assigned to all movements, per NCDOT Congestion Management standards. The existing AM and PM peak hour volumes are shown in Figure 4. Traffic count data are provided in the Appendix. Table 2.2 - Traffic Volume Data Count Location Date Taken Hours Sidbury Road at Dairy Farm Road (unsignalized) Thursday, April 27, 2023 6 AM – 7 PM Sidbury Road at Blue Clay Road (unsignalized) Thursday, April 27, 2023 7-9 AM, 4-6 PM N College Road at Blue Clay Road (signalized) Tuesday, September 13, 2022 7-9 AM, 4-6 PM *** NOT TO SCALE *** This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. FIGURE 3 EXISTING LANE GEOMETRY Avenue One New Hanover County, NC PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING ROADWAY LEGEND SR-1336 (Sidbury Road) SR - 2 1 8 1 (D a i r y F a r m R o a d ) US - 1 1 7 (N C o l l e g e R o a d ) 150' 12 5 ' 100' 50' 10 0 ' 25 0 ' SPEED LIMIT 45 SPEED LIMIT 55 SPEED LIMIT 45 SPEED LIMIT 555,000 2, 0 0 0 8, 6 0 0 11 , 5 0 0 2,900 2020 AADTXXXX 3,725' SPEED LIMIT 55 SPEED LIMIT 55 *** NOT TO SCALE *** 58 / 114 146 / 225 123 / 139 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 19 / 45 301 / 178 228 / 226 12 7 / 5 5 51 5 / 3 2 8 66 / 3 0 11 4 / 1 2 0 25 3 / 4 7 0 22 4 / 2 4 9 4 / 2 1 20 7 / 4 7 5 490 / 431 19 / 3222 / 1 4 9 / 6 70 / 259 138 / 196 372 / 273 24 / 48 19 / 2 2 17 0 / 9 0 PROJECT NUMBER 212010 SIGNALIZED INTERSECTION UNSIGNALIZED INTERSECTION TRAFFIC MOVEMENT BLACK = EXISTING ROADWAY LEGEND AM / PM PEAKS FIGURE 4 EXISTING TRAFFIC VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC ** A minimum of 4 vehicles per hour is analyzed for each movement per NCDOT Congestion Management Guidelines. 10/6/2023 212010 Avenue One 8 3.0 Approved Development and Committed Improvements 3.1 Approved Developments Approved developments are developments that have been recently approved in the area but are not yet constructed. Per the approved scoping document, the Sidbury Crossing and Sidbury Station approved developments are considered in this study. Sidbury Crossing consists of 320 apartments and will be located north of Sidbury Road and west of Dairy Farm Road with access on Dairy Farm Road. Sidbury Road will be located south of Sidbury Road and east of Ennis Acres Road with access on Sidbury Road. At full build, it will consist of 655 single family homes and 103 townhomes. 2027 and 2035 approved development volumes are shown in Figures 5A and 5B. Relevant information is provided in the Appendix. 3.2 Committed Improvements Committed improvements are improvements that are planned by NCDOT, the County, or City, or that are associated with a prior approved development in the area but are not yet constructed. Per the approved scoping document, there are several committed improvements to be included in this study. Relevant information is provided in the Appendix. The Sidbury Crossing development is responsible for the following committed improvements: Sidbury Road at Dairy Farm Road (Sidbury Crossing) •Extend eastbound left turn lane to 275 feet of storage and appropriate taper •Construct a westbound right turn lane with taper only •Construct a southbound left turn lane with 50 feet of storage, 50 feet of full width deceleration, and 200 feet of taper. Blue Clay Road at Sidbury Road (Sidbury Crossing) •Realign the intersection to provide stop control for the southbound approach only, allowing the eastbound and westbound approaches to operate free flow N.College Road at Blue Clay Road (Sidbury Crossing) •Construct a westbound right turn lane with 150 feet of storage, 50 feet of full width deceleration and 200 feet of taper. •Extend the westbound left turn lane ~150 feet to connect to the two-way left-turn lane. •Revise signal Sidbury Road is responsible for the following committed improvements: N.College Road at Blue Clay Road (Sidbury Road – Phase II) •Provide a westbound right turn lane on Blue Clay Road with 250 feet of storage, 50 feet of deceleration, and 200 feet of taper. •Extend the westbound left turn lane to 300 feet of storage, 50 feet of deceleration, and 200 feet of taper. •Provide a southbound right turn lane on N College Road with 250 feet of storage, 50 feet of full width deceleration, and 100 feet of taper. •Extend the existing northbound right turn lane on N College Road to provide 400 feet of storage, 50 feet of full width deceleration, and 100 feet of taper. •Provide protected + permitted overlap phasing for westbound and southbound right turn lanes. •Optimize existing signal timing splits. *** NOT TO SCALE *** **NOT TO SCALE** 0 / 0 28 / 90 0 / 0 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 27 / 17 83 / 55 61 / 40 0 / 0 0 / 0 10 / 2 9 0 / 0 0 / 0 21 / 6 6 0 / 0 59 / 1 8 4 171 / 112 0 / 0 0 / 0 0 / 0 26 / 73 33 / 111 99 / 65 5 / 13 13 / 8 72 / 4 7 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED ROADWAY LEGEND AM / PM PEAKS FIGURE 5A 2027 APPROVED DEVELOPMENT VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC *** NOT TO SCALE *** **NOT TO SCALE** 0 / 0 57 / 183 0 / 0 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 52 / 33 171 / 110 124 / 80 0 / 0 0 / 0 18 / 5 6 0 / 0 0 / 0 41 / 1 3 3 0 / 0 11 6 / 3 7 2 345 / 222 0 / 0 0 / 0 0 / 0 26 / 73 90 / 299 273 / 175 5 / 13 13 / 8 72 / 4 7 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED ROADWAY LEGEND AM / PM PEAKS FIGURE 5B 2035 APPROVED DEVELOPMENT VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC 10/6/2023 212010 Avenue One 11 • 4.0 Methodology 4.1 Base Assumptions and Standards In general, the analysis for this project was conducted utilizing commonly accepted NCDOT standards. Table 4.1 contains a summary of the base assumptions. Table 4.1 - Assumptions Annual Growth Rate 1% Analysis Software Synchro/SimTraffic Lane Widths 12 feet Peak Hour Factor 0.90 Truck Percentage 2% 4.2 Future No Build Volumes The 2027 and 2035 future no build traffic volumes were computed by applying a one percent (1%) compounded annual growth rate to the 2023 existing traffic volumes and adding approved development trips. Figures 6A and 6B show 2027 and 2035 future no build traffic volumes for AM and PM peaks. *** NOT TO SCALE *** **NOT TO SCALE** 61 / 129 180 / 344 128 / 157 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 47 / 68 397 / 256 299 / 295 13 3 / 6 2 53 6 / 3 7 0 79 / 6 3 11 9 / 1 3 6 26 4 / 5 3 0 25 5 / 3 4 7 5 / 2 4 27 5 / 7 2 0 681 / 598 20 / 36 23 / 1 6 10 / 7 99 / 365 177 / 332 487 / 373 30 / 68 33 / 3 3 24 9 / 1 4 9 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED ROADWAY LEGEND AM / PM PEAKS FIGURE 6A 2027 FUTURE NO BUILD TRAFFIC VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC ** A minimum of 4 vehicles per hour is analyzed for each movement per NCDOT Congestion Management Guidelines. *** NOT TO SCALE *** **NOT TO SCALE** 66 / 129 222 / 437 139 / 157 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 74 / 84 511 / 311 381 / 335 14 4 / 6 2 58 1 / 3 7 0 93 / 9 0 12 9 / 1 3 6 28 6 / 5 3 0 29 4 / 4 1 4 5 / 2 4 35 0 / 9 0 8 898 / 708 22 / 36 25 / 1 6 11 / 7 105 / 365 246 / 520 693 / 483 33 / 68 35 / 3 3 26 4 / 1 4 9 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED ROADWAY LEGEND AM / PM PEAKS FIGURE 6B 2035 FUTURE NO BUILD TRAFFIC VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC ** A minimum of 4 vehicles per hour is analyzed for each movement per NCDOT Congestion Management Guidelines. 10/6/2023 212010 Avenue One 14 4.3 Trip Generation The proposed development will contain single family homes and townhomes. The trip generation potential of this site was projected based on the 11th Edition of the Institute of Transportation Engineers (ITE) Trip Generation Manual and guidance from NCDOT Congestion Management on the selection of appropriate variables. Tables 4.2 and 4.3 present the results. Table 4.2 - ITE Trip Generation- Phase 1 Average Weekday Driveway Volumes Weekday 24 Hour AM Peak Hour PM Peak Hour Two-Way Land Use ITE Land Code Size Data Source Volume Enter Exit Total Enter Exit Total Single Family Detached 210 26 Dwelling Units Adjacent- Equation 292 5 17 22 18 10 28 Single Family Attached 215 210 Dwelling Units Adjacent- Equation 1,550 26 78 104 72 50 122 Total Trips 1,842 31 95 126 90 60 150 Table 4.3 - ITE Trip Generation- Full Build Average Weekday Driveway Volumes Weekday 24 Hour AM Peak Hour PM Peak Hour Two-Way Land Use ITE Land Code Size Data Source Volume Enter Exit Total Enter Exit Total Single Family Detached 210 397 Dwelling Units Adjacent- Equation 3,588 65 196 261 229 134 363 Single Family Attached 215 344 Dwelling Units Adjacent- Equation 2,571 43 130 173 119 83 202 Total Trips 6,159 108 326 434 348 217 565 4.4 Trip Distribution and Assignment Site trips for this proposed development were distributed based on the existing traffic patterns and engineering judgment. The trip distribution model is shown in Figure 7. The directional distribution for new site trips is: • 85% to/from the west on Sidbury Road • 15% to/from the east on Sidbury Road 4.5 Future Build Volumes Site trip volumes were added to the future no build volumes to compute the 2027 and 2035 Future Build volumes. Site trips are shown in Figures 8A and 8B, and Future Build volumes are shown in Figures 9A and 9B. *** NOT TO SCALE *** **NOT TO SCALE**This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED ROADWAY LEGEND FIGURE 7 TRIP DISTRIBUTION US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC 40% IN 30 % I N 15 % I N 30% OUT 40% OUT 15% OUT 40% 30% 15% 85 % I N 85% OUT Si t e A c c e s s 1 15 % O U T 15% IN 85% IN 85 % O U T 0%0% 85% OUT 85% IN 15% DESTINATION NODE% *** NOT TO SCALE *** **NOT TO SCALE** 0 / 0 12 / 36 0 / 0 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 14 / 9 38 / 24 29 / 18 0 / 0 0 / 0 5 / 1 4 0 / 0 0 / 0 9 / 2 7 0 / 0 26 / 7 7 81 / 51 0 / 0 0 / 0 0 / 0 0 / 0 26 / 77 81 / 51 0 / 0 0 / 0 0 / 0 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED ROADWAY LEGEND AM / PM PEAKS FIGURE 8A PHASE I SITE TRIPS US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC Si t e A c c e s s 1 0 / 0 26 / 77 81 / 5 1 14 / 9 0 / 0 5 / 13 *** NOT TO SCALE *** **NOT TO SCALE** 0 / 0 43 / 139 0 / 0 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 49 / 33 130 / 87 98 / 65 0 / 0 0 / 0 16 / 5 2 0 / 0 0 / 0 32 / 1 0 4 0 / 0 92 / 2 9 6 277 / 184 0 / 0 0 / 0 0 / 0 0 / 0 92 / 296 277 / 184 0 / 0 0 / 0 0 / 0 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED ROADWAY LEGEND AM / PM PEAKS FIGURE 8B FULL BUILD SITE TRIPS US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC Si t e A c c e s s 1 0 / 0 92 / 296 27 7 / 1 8 4 49 / 3 3 0 / 0 16 / 52 *** NOT TO SCALE *** **NOT TO SCALE** 61 / 129 192 / 380 128 / 157 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 61 / 77 435 / 280 328 / 313 13 3 / 6 2 53 6 / 3 7 0 84 / 7 7 11 9 / 1 3 6 26 4 / 5 3 0 26 4 / 3 7 4 5 / 2 4 30 1 / 7 9 7 762 / 649 20 / 36 23 / 1 6 10 / 7 99 / 365 203 / 409 568 / 424 30 / 68 33 / 3 3 24 9 / 1 4 9 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED ROADWAY LEGEND AM / PM PEAKS FIGURE 9A 2027 FUTURE BUILD VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC ** A minimum of 4 vehicles per hour is analyzed for each movement per NCDOT Congestion Management Guidelines. Si t e A c c e s s 1 210 / 365 26 / 77 81 / 5 1 14 / 9 517 / 441 5 / 13 *** NOT TO SCALE *** **NOT TO SCALE** 66 / 129 265 / 576 139 / 157 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 123 / 117 641 / 398 479 / 400 14 4 / 6 2 58 1 / 3 7 0 10 9 / 1 4 2 12 9 / 1 3 6 28 6 / 5 3 0 32 6 / 5 1 8 5 / 2 4 44 2 / 1 2 0 4 1175 / 892 22 / 36 25 / 1 6 11 / 7 105 / 365 338 / 816 970 / 667 33 / 68 35 / 3 3 26 4 / 1 4 9 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED BLUE = PROPOSED ROADWAY LEGEND AM / PM PEAKS FIGURE 9B 2035 FUTURE BUILD VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Avenue One New Hanover County, NC ** A minimum of 4 vehicles per hour is analyzed for each movement per NCDOT Congestion Management Guidelines. Si t e A c c e s s 1 281 / 553 92 / 296 27 7 / 1 8 4 49 / 3 3 726 / 551 16 / 52 10/6/2023 212010 Avenue One 20 5.0 Capacity Analysis 5.1 Level of Service Evaluation Criteria The Transportation Research Board’s Highway Capacity Manual (HCM) utilizes a term “level of service” (LOS) to measure how traffic operates in intersections and on roadway segments. There are six levels of service ranging from A to F as shown in Table 5.1. Level of service “A” represents low-volume traffic operations and level of service “F” represents high-volume, oversaturated traffic operations. Synchro traffic modeling software is used to determine the LOS and delay for study intersections. Synchro analysis worksheet reports are provided in the Appendix. 5.2 Queueing Evaluation A queueing analysis was performed using Synchro and SimTraffic simulation, based on a minimum 10-minute seeding, a 60-minute recording period, and 10 runs. The maximum SimTraffic queues and 95th-percentile Synchro queues are provided, along with the turn lane lengths. Synchro and SimTraffic queue reports are provided in the Appendix. Table 5.1 – Highway Capacity Manual Levels of Service and Control Delay Criteria Signalized Intersection Unsignalized Intersection Level of Service Control Delay Per vehicle (seconds) Level of Service Delay Range (seconds) A ≤ 10 A ≤ 10 B > 10 and ≤ 20 B > 10 and ≤ 15 C > 20 and ≤ 35 C > 15 and ≤ 25 D > 35 and ≤ 55 D > 25 and ≤ 35 E > 55 and ≤ 80 E > 35 and ≤ 50 F > 80 F > 50 10/6/2023 212010 Avenue One 21 5.3 Level of Service and Queueing Results The results of the capacity and queue analyses are discussed by intersection in the following paragraphs. The LOS, delay, and queue results are summarized in Tables 5.2 to 5.5 Sidbury Road and Dairy Farm Road (unsignalized) Under 2027 future build conditions, the southbound approach is anticipated to operate at LOS C during the AM peak hour and LOS E during the PM peak hour with less than one minute delay per vehicle. These delays are common for minor street approaches at a high-volume roadway such as Sidbury Road during peak hours and are not anticipated during typical off-peak times. Under 2035 future build conditions the southbound approach is shown to operate at LOS F during both peak hours. There is a significant increase in delay from no build to build in the 2035 analysis year. There are also significant queues shown on the southbound approach. This is due to the blocking of the intersection caused by queues from the westbound approach of Blue Clay Road at College Road. In coordinating with WMPO, an alternative phasing scenario (AP) was analyzed for the intersection of Blue Clay Road at College Road, further discussion provided with this intersection discussion. With the alternative phasing, significant queues are shown on the southbound approach in the AM peak hour. This is due to the through volumes on Sidbury Road not allowing an adequate gap for turning movements off Dairy Farm Road. This project is only anticipated to contribute through traffic to this intersection, therefore, turn lane improvements were not explored. Due to the significant delay shown in the 2035 build scenario, it is recommended that this intersection be monitored for signalization. Due to the number of developments in the area, monitoring and potential signalization of this intersection should not solely be the responsibility of this project. 10/6/2023 212010 Avenue One 22 Table 5.2 - LOS and Queueing Analysis for Sidbury Road and Dairy Farm Road AM Peak Hour Scenario LOS of Worst Approach Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Southbound 2023 Existing B (14.6) SB Approach L T TR LR A (2.8) A (0.0) B (14.6) Available Storage (ft) 150 FULL FULL FULL 95th% Queue (ft) 5 0 0 40 Max Queue (ft) 53 0 0 95 2027 No Build C (19.4) SB Approach L T TR L R A (3.2) A (0.0) C (19.4) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 10 0 0 13 75 Max Queue (ft) 61 0 7 64 125 2027 Build C (23.3) SB Approach L T TR L R A (3.1) A (0.0) C (23.3) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 10 0 0 18 93 Max Queue (ft) 77 0 216 74 697 2027 No Build (AP) C (19.4) SB Approach L T TR L R A (3.2) A (0.0) C (19.4) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 10 0 0 13 75 Max Queue (ft) 52 0 8 64 124 2027 Build IMP (AP) C (23.3) SB Approach L T TR L R A (3.1) A (0.0) C (23.3) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 10 0 0 18 93 Max Queue (ft) 61 0 7 96 182 2035 No Build E (37.1) SB Approach L T TR L R A (3.0) A (0.0) E (37.1) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 13 0 0 25 150 Max Queue (ft) 77 0 1753 75 1518 2035 Build F (131.8) SB Approach L T TR L R A (2.9) A (0.0) F (131.8) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 18 0 0 50 323 Max Queue (ft) 97 0 251 74 2701 2035 No Build (AP) E (37.1) SB Approach L T TR L R A (3.0) A (0.0) E (37.1) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 13 0 0 25 150 Max Queue (ft) 71 0 13 75 216 2035 Build IMP (AP) F (131.8) SB Approach L T TR L R A (2.9) A (0.0) F (131.8) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 18 0 0 50 323 Max Queue (ft) 90 0 22 150 761 Notes: Queues exceed available storage. SimTraffic reports the queue results as storage plus taper due to through traffic blocking the turn lane. 10/6/2023 212010 Avenue One 23 Table 5.2 (continued) - LOS and Queueing Analysis for Sidbury Road and Dairy Farm Road PM Peak Hour Scenario LOS of Worst Approach Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Southbound 2023 Existing C (16.3) SB Approach L T TR LR A (5.1) A (0.0) C (16.3) Available Storage (ft) 150 FULL FULL FULL 95th% Queue (ft) 23 0 0 28 Max Queue (ft) 86 0 6 71 2027 No Build D (29.8) SB Approach L T TR L R A (5.4) A (0.0) D (29.8) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 45 0 0 55 28 Max Queue (ft) 114 0 28 66 103 2027 Build E (39.5) SB Approach L T TR L R A (5.1) A (0.0) E (39.5) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 48 0 0 68 30 Max Queue (ft) 121 0 27 65 99 2027 No Build (AP) D (29.8) SB Approach L T TR L R A (5.4) A (0.0) D (29.8) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 45 0 0 55 28 Max Queue (ft) 106 0 40 60 107 2027 Build IMP (AP) E (39.5) SB Approach L T TR L R A (5.1) A (0.0) E (39.5) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 48 0 0 68 30 Max Queue (ft) 143 0 32 66 93 2035 No Build F (61.4) SB Approach L T TR L R A (4.7) A (0.0) F (61.4) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 53 0 0 88 35 Max Queue (ft) 139 0 44 58 90 2035 Build F (213.2) SB Approach L T TR L R A (4.3) A (0.0) F (213.2) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 70 0 0 130 50 Max Queue (ft) 217 0 244 75 798 2035 No Build (AP) F (61.4) SB Approach L T TR L R A (4.7) A (0.0) F (61.4) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 53 0 0 88 35 Max Queue (ft) 123 0 36 69 130 2035 Build IMP (AP) F (213.2) SB Approach L T TR L R A (4.3) A (0.0) F (213.2) Available Storage (ft) 275 FULL FULL 50 FULL 95th% Queue (ft) 70 0 0 130 50 Max Queue (ft) 187 0 41 109 125 Notes:Queues exceed available storage. SimTraffic reports the queue results as storage plus taper due to through traffic blocking the turn lane. 10/6/2023 212010 Avenue One 24 Sidbury Road and Blue Clay Road (unsignalized) Under future conditions, the committed improvement realigns the intersection and shifts the stop control to the southbound approach. The southbound approach operates at LOS B under future no build conditions and future build conditions in the PM peak hour. There is significant queueing shown on the westbound approach. This is due to queues from the westbound approach of Blue Clay Road at College Road backing to this intersection. In the alternate phasing scenario, queues are shown to be reduced on the westbound approach due to the reduction in westbound queues at Blue Clay Road at College Road. In the 2027 alternative phasing scenario, queues are shown to be minimal on all approaches. No improvements are recommended. In the 2035 alternative phasing scenario, significant queues are shown on the southbound approach. This is due to the lack of gaps in free-flowing westbound traffic on Sidbury Road and northbound traffic on Blue Clay Road. Westbound and northbound traffic volumes are far greater than southbound volumes, thus, stop control would not be beneficial on either approach. Southbound volumes would not warrant a traffic signal. No improvements are recommended in 2035. 10/6/2023 212010 Avenue One 25 Table 5.3 - LOS and Queueing Analysis for Sidbury Road and Blue Clay Road AM Peak Hour Scenario LOS of Worst Approach Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Westbound Northbound Southbound 2023 Existing C (19.5) WB Approach LR TR LT C (19.5) A (0.0) A (5.5) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 150 0 5 Max Queue (ft) 204 14 32 2027 No Build A (9.5) SB Approach LR TR LT A (0.0) A (0.0) A (9.5) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 1908 6 125 2027 Build A (9.6) SB Approach LR TR LT A (0.0) A (0.0) A (9.6) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 3706 11 226 2027 No Build (AP) A (9.5) SB Approach LR TR LT A (0.0) A (0.0) A (9.5) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 78 6 65 2027 Build IMP (AP) A (9.6) SB Approach LR TR LT A (0.0) A (0.0) A (9.6) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 67 15 87 2035 No Build A (9.8) SB Approach LR TR LT A (0.0) A (0.0) A (9.8) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 3734 6 221 2035 Build B (10.2) SB Approach LR TR LT A (0.0) A (0.0) B (10.2) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 3738 6 229 2035 No Build (AP) A (9.8) SB Approach LR TR LT A (0.0) A (0.0) A (9.8) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 1152 3 131 2035 Build IMP (AP) A (9.6) SB Approach LR TR LT A (0.0) A (0.0) B (10.2) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 469 2 676 10/6/2023 212010 Avenue One 26 Table 5.3 (continued) - LOS and Queueing Analysis for Sidbury Road and Blue Clay Road PM Peak Hour Scenario LOS of Worst Approach Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Westbound Northbound Southbound 2023 Existing D (26.6) WB Approach LR TR LT D (26.6) A (0.0) A (6.0) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 185 0 0 Max Queue (ft) 227 17 32 2027 No Build B (11.4) SB Approach LR TR LT A (0.0) A (0.0) B (11.4) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 321 20 85 2027 Build B (11.8) SB Approach LR TR LT A (0.0) A (0.0) B (11.8) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 1011 20 94 2027 No Build (AP) B (11.4) SB Approach LR TR LT A (0.0) A (0.0) B (11.4) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 115 17 77 2027 Build IMP (AP) B (11.8) SB Approach LR TR LT A (0.0) A (0.0) B (11.8) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 3 Max Queue (ft) 151 32 112 2035 No Build B (12.5) SB Approach LR TR LT A (0.0) A (0.0) B (12.5) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 1239 41 174 2035 Build B (14.4) SB Approach LR TR LT A (0.0) A (0.0) B (14.4) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 3737 0 178 2035 No Build (AP) B (12.5) SB Approach LR TR LT A (0.0) A (0.0) B (12.5) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 100 16 116 2035 Build IMP (AP) B (14.4) SB Approach LR TR LT A (0.0) A (0.0) B (14.4) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 5 Max Queue (ft) 335 91 437 10/6/2023 212010 Avenue One 27 College Road and Blue Clay Road (signalized) Under 2027 and 2035 future no build conditions this intersection is anticipated to operate at an overall LOS F, with significant delays shown in both peak hours. In the 2027 future build scenario, the overall delay is anticipated to increase by less than 25%. In the 2035 build scenario, overall delay is shown to increase by greater than 25%. There are significant queues shown on the eastbound and westbound approaches in all future no build and build scenarios. While no project traffic is attributed to the eastbound right movement, it is recommended to provide an eastbound right-turn lane with 100 feet of storage with appropriate deceleration and taper. It is also recommended to optimize signal timings. These improvements are recommended for the 2027 scenario. With these improvements in place, the intersection is anticipated to operate at LOS E in 2027 in both peak hours. With this improvement in place in 2035, the intersection is anticipated to operate at LOS E in the AM peak hour and LOS F in the PM peak hour. This improvement improves overall delay from the 2027 and 2035 no build scenarios. Westbound queues are shown to back up significantly in no build and build scenarios. Future no build volumes are such that dual left-turn lanes should be considered. Project traffic is attributed to the westbound left. While this intersection would benefit from an additional westbound left-turn lane, due to the lack of an additional receiving lane on the southbound leg on College Road and right-of-way constraints on the westbound approach with future committed improvements considered, an additional westbound left-turn lane is not recommended for this project. As previously mentioned, in coordination with WMPO an alternative phasing scenario was analyzed in 2027 and 2035 for the future no build and build with improvements scenario for both peak hours. With protected only phasing used per Congestion Management standards in the initial analysis, westbound queues were shown to back significantly, affecting the entire network. An alternative phasing scenario was analyzed. This included allowing protected-permitted left-turn movements on all approaches, as this would simulate field operations. Furthermore, while the approved Synchro model provided a 300-foot westbound left turn lane, a westbound left-turn lane with 550 feet of storage was modeled. The Sidbury Crossing approval letter noted the required improvement of extend the westbound left turn lane ~150 feet to connect to the two-way left-turn lane. It appears 550 feet of storage would be available with this improvement. In the 2027 alternative phasing scenario, the intersection is shown to operate at LOS D in both peak hours with the previously recommended improvements in place. Queueing is shown to be reduced significantly and not affect the entire network. In the 2035 alternative phasing scenario, the intersection is shown to operate at LOS E in the AM peak hour and LOS F in the PM peak hour with the previously recommended improvements in place. Signal timing adjustments were modeled such that westbound queues would be reduced and not affect the entire network. In doing so, significant queues are shown along the other approaches. Due to capacity and queueing issues shown under future no build conditions previously discussed, no further improvements are recommended as the responsibility of this project. NCDOT should explore the feasibility of alternative intersections, such as a dual lane roundabout to address future capacity issues. It should be noted that the future Hampstead Bypass will provide relief to this area. This project is currently funded for construction with a completed project date of 2029. Sidbury Road to College Road currently provides relief to the Market Street corridor between Porters Neck and US 74 (Martin Luther King Blvd). The Hampstead Bypass in conjunction with the Gordon Road widening will likely absorb some of the traffic in this area which is utilizing Sidbury Road to College Road to bypass Market Street to/from Wilmington. 10/6/2023 212010 Avenue One 28 Table 5.4 - LOS and Queueing Analysis for College Road and Blue Clay Road AM Peak Hour Scenario Overall LOS Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound Southbound 2023 Existing D (50.7) L TR L TR L T R L TR TR F (107.2) D (51.8) B (17.9) D (51.0) D (35.9) F (122.5) D (48.9) D (53.9) C (29.4) C (21.1) A (8.5) B (12.9) D (54.9) D (54.9) Available Storage (ft) 50 FULL 100 FULL 100 FULL 250 125 FULL FULL 95th% Queue (ft) 88 #582 #376 #600 115 204 113 47 776 776 Max Queue (ft) 149 758 200 555 137 181 134 225 634 634 2027 No Build F (91.7) L TR L T R L T R L TR TR F (200.2) F (129.4) C (29.0) D (54.3) E (74.2) F (225.3) F (204.1) F (83.6) D (40.1) E (77.6) C (24.2) B (11.2) E (74.3) D (52.0) D (52.0) Available Storage (ft) 50 FULL 300 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 125 #738 #711 #887 81 215 246 164 152 838 838 Max Queue (ft) 150 2596 400 1208 164 194 267 179 225 768 768 2027 Build F (104.5) L TR L T R L T R L TR TR F (216.8) F (157.5) C (28.9) D (54.5) E (74.2) F (244.1) F (251.6) F (103.2) D (39.6) E (77.6) C (24.5) B (11.5) E (74.6) D (52.0) D (52.0) Available Storage (ft) 50 FULL 300 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 125 #769 #789 #987 100 215 247 171 158 838 838 Max Queue (ft) 150 2923 400 1210 175 186 244 203 224 806 806 2027 Build IMP E (64.4) L T R L T R L T R L TR TR F (87.1) E (71.3) D (37.8) D (46.3) F (105.3) F (102.2) E (55.8) F (89.3) E (63.5) C (30.5) F (110.9) C (32.3) B (10.3) F (88.1) E (65.8) B (12.8) Available Storage (ft) 50 FULL 100 300 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) #156 #390 205 #585 637 81 #273 294 161 163 #1023 8 Max Queue (ft) 150 575 200 400 1014 234 193 358 217 224 1644 37 10/6/2023 212010 Avenue One 29 Table 5.4 - LOS and Queueing Analysis for College Road and Blue Clay Road AM Peak Hour Scenario Overall LOS Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound Southbound 2027 No Build (AP) E (70.8) L TR L T R L T R L TR TR F (178.1) F (83.1) B (19.0) D (49.9) D (42.8) F (205.0) F (108.2) E (69.3) D (40.8) C (32.2) C (22.1) A (9.5) B (12.3) D (54.4) D (52.0) Available Storage (ft) 50 FULL 550 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 100 #737 #629 #852 84 133 218 135 53 838 838 Max Queue (ft) 150 3859 650 1201 175 164 248 164 224 1089 768 2027 Build IMP (AP) D (46.7) L T R L T R L T R L TR TR E (65.0) D (54.8) C (23.3) D (48.8) D (42.2) F (80.0) D (53.5) D (53.7) E (58.6) C (34.0) D (45.2) C (27.0) A (9.7) B (16.9) D (52.8) B (12.8) Available Storage (ft) 50 FULL 100 550 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 86 #340 206 #427 #682 89 #169 264 150 74 895 8 Max Queue (ft) 150 679 200 548 611 250 200 715 300 224 1062 37 2035 No Build F (112.5) L TR L T R L T R L T R F (228.8) F (178.3) C (29.2) D (46.3) E (67.1) F (258.2) F (284.8) F (120.0) C (33.1) E (69.9) C (27.6) B (13.1) E (67.4) D (47.6) C (27.6) Available Storage (ft) 50 FULL 300 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 123 #797 #842 #1067 106 213 274 197 159 665 146 Max Queue (ft) 150 3312 400 1209 275 199 301 203 224 638 275 2035 Build F (170.4) L TR L T R L T R L T R F (287.2) F (293.4) C (29.2) D (46.9) E (67.1) F (323.0) F (448.4) F (227.8) C (33.0) E (69.9) C (28.3) B (14.0) E (67.7) D (47.6) C (27.6) Available Storage (ft) 50 FULL 300 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 123 #898 #1080 #1374 165 213 274 223 183 665 146 Max Queue (ft) 150 3795 400 1208 236 199 294 210 225 672 275 10/6/2023 212010 Avenue One 30 Table 5.4 - LOS and Queueing Analysis for College Road and Blue Clay Road AM Peak Hour Scenario Overall LOS Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound Southbound 2035 Build IMP E (73.6) L T R L T R L T R L T R F (100.8) E (72.4) D (52.5) E (78.8) F (118.5) F (120.9) D (54.2) F (98.8) E (62.5) C (20.9) F (153.3) D (50.2) B (14.7) F (89.0) F (88.4) C (32.3) Available Storage (ft) 50 FULL 100 300 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) #172 #528 12 #839 #974 114 #317 397 245 199 #970 169 Max Queue (ft) 150 989 200 400 1177 350 200 1082 416 225 1436 350 2035 No Build (AP) F (83.9) L TR L T R L T R L T R F (202.7) F (114.2) B (19.6) D (41.9) D (36.0) F (233.1) F (161.6) F (90.6) C (32.9) C (25.9) C (25.4) B (11.3) B (14.0) D (49.9) C (27.7) Available Storage (ft) 50 FULL 550 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 93 #771 #738 #996 106 118 246 166 63 670 147 Max Queue (ft) 150 3877 650 1207 275 199 366 158 224 638 275 2035 Build IMP (AP) E (59.0) L T R L T R L T R L T R E (75.6) E (66.8) D (35.6) E (58.7) D (43.9) F (95.3) D (53.0) E (77.5) E (66.4) C (26.9) F (85.2) D (40.2) B (12.0) C (27.4) E (72.1) C (28.6) Available Storage (ft) 50 FULL 100 550 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 82 #491 212 #772 #1012 137 #244 346 209 116 #894 158 Max Queue (ft) 150 1135 200 614 852 350 200 412 257 224 1288 350 Notes: Queues exceed available storage. SimTraffic reports the queue results as storage plus taper due to through traffic blocking the turn lane. 10/6/2023 212010 Avenue One 31 Table 5.4 (continued) - LOS and Queueing Analysis for College Road and Blue Clay Road PM Peak Hour Scenario Overall LOS Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound Southbound 2023 Existing D (44.1) L TR L TR L T R L TR TR F (92.2) C (30.5) C (25.6) D (40.8) C (20.8) F (114.6) C (26.9) C (34.2) C (20.4) D (35.1) B (10.3) B (16.0) D (42.7) A (3.7) Available Storage (ft) 50 FULL 100 FULL 100 FULL 250 125 FULL FULL 95th% Queue (ft) 99 #556 200 242 84 436 130 28 367 37 Max Queue (ft) 150 1150 191 276 191 437 308 188 322 256 2027 No Build F (111.9) L TR L T R L T R L TR TR F (319.6) E (75.7) D (36.8) D (47.1) E (59.5) F (386.5) F (109.6) D (48.4) C (31.0) E (59.2) D (45.9) B (14.1) E (57.9) D (45.5) A (3.8) Available Storage (ft) 50 FULL 300 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 191 #997 #550 #409 93 199 559 224 108 457 38 Max Queue (ft) 150 3873 398 1024 168 200 798 350 211 438 275 2027 Build F (128.0) L TR L T R L T R L TR TR F (374.0) F (87.3) D (37.0) D (46.2) E (60.9) F (449.2) F (132.8) D (51.8) C (31.1) E (60.6) D (46.5) B (15.1) E (59.1) D (43.8) A (3.8) Available Storage (ft) 50 FULL 300 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 195 #1101 #608 #479 104 204 570 254 129 456 38 Max Queue (ft) 150 3872 400 1147 174 200 664 350 224 456 275 2027 Build IMP E (64.6) L T R L T R L T R L TR TR E (71.9) E (60.5) E (55.9) E (78.2) F (84.7) F (81.6) D (37.6) F (85.6) D (40.9) C (29.6) F (103.8) E (69.6) B (19.0) F (123.3) E (70.2) B (12.8) Available Storage (ft) 50 FULL 100 300 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 229 #650 202 #557 360 99 #301 #809 312 #207 #646 8 Max Queue (ft) 150 2887 200 372 376 205 200 1176 350 225 638 37 10/6/2023 212010 Avenue One 32 Table 5.4 (continued) - LOS and Queueing Analysis for College Road and Blue Clay Road PM Peak Hour Scenario Overall LOS Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound Southbound 2027 No Build (AP) F (95.5) L TR L T R L T R L TR TR F (293.8) D (45.2) C (30.9) D (38.5) C (27.3) F (362.4) D (52.0) D (41.9) C (28.6) B (19.3) D (45.4) B (13.2) B (17.6) D (41.5) A (3.8) Available Storage (ft) 50 FULL 300 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 132 #921 #427 #349 89 91 525 201 48 436 38 Max Queue (ft) 150 3859 372 249 175 200 559 350 225 474 275 2027 Build IMP (AP) D (45.5) L T R L T R L T R L TR TR D (44.7) E (56.0) D (40.7) D (42.5) C (25.9) E (56.6) C (31.3) E (78.5) D (38.8) C (27.2) C (30.6) E (55.7) C (23.2) C (28.6) D (45.0) B (12.8) Available Storage (ft) 50 FULL 100 550 FULL 150 100 FULL 250 125 FULL FULL 95th% Queue (ft) 134 517 185 #497 347 95 139 720 378 85 555 8 Max Queue (ft) 150 1584 200 518 532 209 200 1212 350 224 520 37 2035 No Build F (153.0) L TR L T R L T R L T R F (458.3) F (103.0) D (37.1) D (39.9) E (61.9) F (544.2) F (163.8) E (57.0) C (31.2) E (61.6) D (46.9) B (16.4) E (60.2) D (37.0) C (27.8) Available Storage (ft) 50 FULL 300 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 198 #1245 #667 #562 111 208 582 299 145 372 71 Max Queue (ft) 150 3864 400 1210 275 200 683 500 224 312 45 2035 Build F (232.8) L TR L T R L T R L T R F (693.2) F (170.8) D (38.7) D (41.4) E (65.0) F (803.6) F (281.6) F (100.5) C (31.6) E (64.8) D (49.2) C (21.1) E (64.9) C (34.9) C (26.9) Available Storage (ft) 50 FULL 300 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 199 #1557 #821 #767 149 209 589 422 217 372 71 Max Queue (ft) 150 3888 400 1207 91 200 915 500 225 333 266 10/6/2023 212010 Avenue One 33 Table 5.4 (continued) - LOS and Queueing Analysis for College Road and Blue Clay Road PM Peak Hour Scenario Overall LOS Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound Southbound 2035 Build IMP F (93.3) L T R L T R L T R L T R F (113.1) F (85.7) F (82.1) F (98.7) F (89.6) F (139.7) C (34.9) F (148.5) D (40.6) C (24.6) F (146.0) F (114.5) C (32.2) F (210.8) E (67.2) C (29.6) Available Storage (ft) 50 FULL 100 300 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 229 #1061 190 #787 497 126 #325 3949 582 #370 550 79 Max Queue (ft) 150 3885 200 400 1213 113 200 2149 500 224 1404 350 2035 No Build (AP) F (128.5) L TR L T R L T R L T R F (417.0) E (57.5) C (30.4) C (31.3) C (29.9) F (500.9) E (74.8) D (46.5) C (28.8) B (17.6) D (45.9) B (14.8) B (19.7) C (35.0) C (26.3) Available Storage (ft) 50 FULL 550 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 198 #1245 #667 #562 111 208 582 299 145 372 71 Max Queue (ft) 150 3864 294 235 133 200 729 500 224 338 275 2035 Build IMP (AP) F (83.0) L T R L T R L T R L T R F (162.7) E (71.0) D (49.0) D (52.6) C (34.0) F (224.7) D (40.7) F (116.1) D (39.6) C (23.1) C (31.8) E (75.3) C (67.8) E (67.8) D (50.7) C (29.3) Available Storage (ft) 50 FULL 100 550 FULL 250 100 FULL 400 125 FULL 250 95th% Queue (ft) 136 #1175 208 #732 491 121 144 #822 523 #236 492 80 Max Queue (ft) 150 3861 200 569 538 133 200 2130 500 225 666 350 Notes: Queues exceed available storage. SimTraffic reports the queue results as storage plus taper due to through traffic blocking the turn lane. 10/6/2023 212010 Avenue One 34 Sidbury Road at Site Access 1 (unsignalized) Under 2027 future build conditions, the minor-street approach is expected to operate at LOS C in the AM and PM peak hours. The need for left- and right-turn lanes in 2027 was reviewed based on the NCDOT Policy on Street and Driveway Access to North Carolina Highways. Based on projected volumes, an eastbound right-turn lane with 100 feet of storage with appropriate deceleration and taper is warranted. Under 2035 future build conditions, the northbound approach is shown to operate at LOS F during both peak hours. Based upon 2035 peak hour volumes projected at this site access, it appears peak hour warrants for signalization would be met based upon MUTCD guidelines. NCDOT Congestion Management draft guidelines suggest monitoring for signalization when peak hour warrants are met. Therefore, it is recommended to monitor for signalization upon 2035 buildout. The need for left- and right-turn lanes in 2035 was reviewed based on the NCDOT Policy on Street and Driveway Access to North Carolina Highways. Based on projected volumes, it is recommended to extend the eastbound right-turn lane to provide 500 feet of storage with appropriate deceleration and taper. A westbound left-turn lane with 100 feet of storage with appropriate deceleration and taper is also warranted in 2035. The site access should be designed in accordance with applicable NCDOT standards. Table 5.5 - LOS and Queueing Analysis for Sidbury Road and Site Access 1 AM Peak Hour Scenario LOS of Worst Approach Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound 2027 Build C (18.7) NB Approach TR LT LR A (0.0) A (0.1) C (18.7) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 30 Max Queue (ft) 0 363 171 2027 Build IMP C (18.3) NB Approach T R LT LR A (0.0) A (0.1) C (18.3) Available Storage (ft) FULL 100 FULL FULL 95th% Queue (ft) 0 0 0 28 Max Queue (ft) 0 0 32 81 2027 Build IMP (AP) C (18.3) NB Approach T R LT LR A (0.0) A (0.1) C (18.3) Available Storage (ft) FULL 100 FULL FULL 95th% Queue (ft) 0 0 0 28 Max Queue (ft) 0 0 8 62 2035 Build F ($ 345.9) NB Approach TR LT LR A (0.0) A (0.2) F ($ 345.9) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 585 Max Queue (ft) 2 3529 1144 2035 Build IMP F (223.3) NB Approach T R L T L R A (0.0) A (0.2) F (223.3) Available Storage (ft) FULL FULL 100 FULL FULL FULL 95th% Queue (ft) 0 0 0 0 450 5 Max Queue (ft) 0 0 31 0 440 50 2035 Build IMP (AP) F (223.3) NB Approach T R L T L R A (0.0) A (0.2) F (223.3) Available Storage (ft) FULL FULL 100 FULL FULL FULL 95th% Queue (ft) 0 0 0 0 450 5 Max Queue (ft) 0 4 30 0 436 62 10/6/2023 212010 Avenue One 35 Table 5.5 (continued) - LOS and Queueing Analysis for Sidbury Road and Site Access 1 PM Peak Hour Scenario LOS of Worst Approach Level of Service (Delay) per Movement & by Approach (Delay in seconds/vehicle) Eastbound Westbound Northbound 2027 Build C (20.3) NB Approach TR LT LR A (0.0) A (0.2) C (20.3) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 0 20 Max Queue (ft) 0 40 72 2027 Build IMP C (19.2) NB Approach T R LT LR A (0.0) A (0.2) C (19.2) Available Storage (ft) FULL 100 FULL FULL 95th% Queue (ft) 0 0 0 20 Max Queue (ft) 0 0 44 60 2027 Build IMP (AP) C (19.2) NB Approach T R LT LR A (0.0) A (0.2) C (19.2) Available Storage (ft) FULL 100 FULL FULL 95th% Queue (ft) 0 0 0 20 Max Queue (ft) 0 2 58 62 2035 Build F ($ 463.5) NB Approach TR LT LR A (0.0) A (0.9) F ($ 463.5) Available Storage (ft) FULL FULL FULL 95th% Queue (ft) 0 8 465 Max Queue (ft) 22 657 962 2035 Build IMP F (203.4) NB Approach T R L T L R A (0.0) A (0.9) F (203.4) Available Storage (ft) FULL FULL 100 FULL FULL FULL 95th% Queue (ft) 0 0 8 0 310 5 Max Queue (ft) 0 0 53 0 216 43 2035 Build IMP (AP) F (203.4) NB Approach T R L T L R A (0.0) A (0.9) F (203.4) Available Storage (ft) FULL FULL 100 FULL FULL FULL 95th% Queue (ft) 0 0 8 0 310 5 Max Queue (ft) 0 15 56 0 226 49 10/6/2023 212010 Avenue One 36 6.0 Summary and Conclusion The proposed Avenue One development is located south of Sidbury Road and east of Dairy Farm Road in Castle Hayne, NC. The proposed project is expected to be built in two phases. Phase 1 will consist of 210 townhomes and 26 single family homes. Full build will consist of a total of 344 townhomes and 397 single family homes. One full movement access point is proposed on Sidbury Road. The expected build-out year for Phase 1 of this development is 2027. Full build is expected to be in 2035. Information regarding the property was provided by Mungo Homes and CLD Engineering, PLLC. The Transportation Impact Analysis (TIA) was performed based on the scope agreed upon with the Wilmington Metropolitan Planning Organization (WMPO). This site has a trip generation potential of 6,159 daily trips, 434 trips in the AM peak hour, and 565 trips in the PM peak hour at full build. In conclusion, this study has determined the potential traffic impacts of this development. Improvements are recommended to accommodate the impacts of new development traffic. Table 6.1 summarizes the recommended improvements, which are also reflected in Figures 10A and 10B. With the recommended improvements in place, the anticipated transportation impacts of the proposed development can be minimized. Table 6.1 – Summary of Recommended Improvements INTERSECTION RECOMMENDATIONS Sidbury Road and Dairy Farm Road • No improvements are recommended as the sole responsibility of this project. Sidbury Road and Blue Clay Road • No improvements are recommended. Blue Clay Road and N College Road • Construct an eastbound right-turn lane on Blue Clay Road with 100 feet of storage plus appropriate deceleration and taper. (Phase 1) • Adjust signal timings. (Phase 1) Sidbury Road and Site Access 1 • Construct an eastbound right-turn lane on Sidbury Road with 100 feet of storage plus appropriate deceleration and taper. (Phase 1) • Extend the eastbound right-turn lane on Sidbury Road to provide 500 feet of storage plus appropriate deceleration and taper. (Full Build) • Construct a westbound left-turn lane on Sidbury Road with 100 feet of storage plus appropriate deceleration and taper. (Full Build) • Monitor for signalization. (Full Build) • Design site drive according to applicable NCDOT and local standards. *** NOT TO SCALE *** **NOT TO SCALE**This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. FIGURE 10A 2027 PH 1 RECOMMENDED IMPROVEMENTS Avenue One New Hanover County, NC PROJECT NUMBER 212010 SR-1336 (Sidbury Road) SR - 2 1 8 1 (D a i r y F a r m R o a d ) US - 1 1 7 (N C o l l e g e R o a d ) 275' 12 5 ' 300' 50' 10 0 ' 25 0 ' ~3,725'~600' 150' 100' Si t e A c c e s s SIGNAL STOP TRAFFIC MOVEMENT ROADWAY LEGEND BLACK = EXISTING BLUE = PROPOSED GREEN = COMMITTED 100' *** NOT TO SCALE *** **NOT TO SCALE**This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. FIGURE 10B 2035 PH 2 RECOMMENDED IMPROVEMENTS Avenue One New Hanover County, NC PROJECT NUMBER 212010 SR-1336 (Sidbury Road) SR - 2 1 8 1 (D a i r y F a r m R o a d ) US - 1 1 7 (N C o l l e g e R o a d ) 275' 12 5 ' 300' 50' 10 0 ' 25 0 ' ~3,725'~600' 150' 500' Si t e A c c e s s SIGNAL STOP TRAFFIC MOVEMENT ROADWAY LEGEND BLACK = EXISTING BLUE = PROPOSED GREEN = COMMITTED 100' 100' MONITOR FOR SIGNALIZATION 10/6/2023 212010 Avenue One 39 Appendix 10/5/2023 212010 Avenue One Approved Scoping Documents April 26, 2023 Mr. Don Bennett, PE DAVENPORT 5917 Oleander Drive, Suite 206 Wilmington, NC28403 RE: Approved Scope for the Traffic Impact Analysis (TIA) associated with the proposed Newton Farms Residential development located in New Hanover County, NC. Dear Mr. Bennett: Based on the information provided and conversations held to date, it is our understanding that the proposed Newton Farms Residential development will be built over two (2) phases and will consist of: Phase 1 (build year 2025): o ITE Land Use Code 210 – Single Family detached housing 26 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 210 DU Full Build (build year 2026): o ITE Land Use Code 210 – Single Family detached housing 397 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 344 DU Total number of dwelling units is 741 Below please find the scope to be used in the Traffic Impact Analysis: 1. Data Collection – Analysis Parameters: a. Study Intersections For existing intersections, provide turning movement counts, including pedestrians for weekday during non-holiday weeks when school is in session (T, W, TH) morning (7:00am-9:00am) and afternoon (4:00pm-6:00pm) peak periods: Newton Farms Residential (New Hanover County) Traffic Impact Analysis (TIA) scope Page 2 of 3 1. SR 2181 (Dairy Farm Road) at SR 1336 (Sidbury Road) 2. SR 2181 (Blue Clay Road) at SR 1336 (Sidbury Road) 3. US 421 (N. College Road) at SR 2181 (Blue Clay Road) 4. SR 1336 (Sidbury Road) at Site Access (future signal) Site Trip Generation, Site Trip Distribution and Background Traffic Assumptions: i. Site Trip Generation Estimate 1. Trip Generation o Use 11th Edition of ITE Trip Generation Manual 2. Site Trip Distribution o The site access operations must be submitted and approved before use in TIA. 3. Adjacent Development (approved but not yet built): o Sidbury Crossing o Sidbury Road 4. Background Traffic Assumptions o Phase 1 Build year – 2025 o Full Build year – 2026 o Growth Rate – 1% per year 2. Capacity Analysis: Weekday AM & PM Peak Hour a. Technical Analysis to use current signal timing and existing geometry and lane configurations. i. 2023 Existing Conditions ii. 2025 Phase 1 Future No-Build [Existing + 1% background growth + approved developments] iii. 2025 Phase 1 Build Conditions [Existing + 1% background growth + approved developments + site trips] iv. 2025 Phase 1 Build Conditions w/ Mitigation [Existing + 1% growth + approved developments + site trips + improvements] v. 2026 Future No-Build [Existing + 1% background growth + approved developments] vi. 2026 Full Build Conditions [Existing + 1% background growth + approved developments + site trips] vii. 2026 Full Build Conditions w/ Mitigation [Existing + 1% growth + approved developments + site trips + improvements] Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 5917 Oleander Drive, Suite 206 Winston-Salem, NC 27101 Wilmington, NC 28403 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912; Fax: 336.458.9377 April 5, 2023 Transportation Impact Analysis (TIA) Scoping DAVENPORT Project Number 212010 Newton Farms Development Wilmington, NC Proposed Land Uses and Trip Generation Phase 1- 2025 LUC 210: 26 Single family detached housing LUC 215: 210 Townhomes Phase 2- 2026 LUC 210: 397 Single family detached housing LUC 215: 344 Townhomes Proposed Study Intersections 1. Sidbury Road at Dairy Farm Road (unsignalized) 2. Sidbury Road at Blue Clay Road (unsignalized) 3. Blue Clay Road at N. College Road (signalized) 4. Sidbury Road at Site Access (future unsignalized) Proposed annual growth rate – 1% Analysis Periods – Weekday, AM peak (7:00-9:00 am) and PM peak (4:00-6:00 pm) Turning Movement Counts Peak hour traffic volumes were collected March 15, 2022 for proposed study intersections. 13-hour counts were also taken for Sidbury Road at Dairy Farm Road on this date. Counts are attached. Peak hour counts will be balanced up to the counts provided by NCDOT that were taken 10/25/22. Please advise if adjustments will be required for the 13 hour counts. TIA Analysis Scenarios: • 2023 Existing Conditions • 2027 No Build Traffic Conditions (Phase 1) • 2027 Future Full Build Conditions (Phase 1) • 2027 Future Full Build Conditions with Improvements (Phase 1- as necessary) • 2035 No Build Traffic Conditions (Phase 2) • 2035 Future Full Build Conditions (Phase 2) • 2035 Future Full Build Conditions with Improvements (Phase 2- as necessary) Page 2 4/5/2023 DAVENPORT Project No. 212010 Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 5917 Oleander Drive, Suite 206 Winston-Salem, NC 27101 Wilmington, NC 28403 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912; Fax: 336.458.9377 Trip Generation – see attached Proposed site trip directional distribution - to be completed and sent for approval upon approval of use of proposed turning movement counts data. Approved developments – Sidbury Crossing Development/Dairy Farm Road – Prepared by DAVENPORT approved 8/17/2020, Located on Sidbury Road between I-40 and Dairy Farm Road consisting of 320 apartment dwelling units with a build year of 2024. Sidbury Road Development - Prepared by DAVENPORT approved 2/12/2020, Located on Sidbury Road between Edna Buck Drive and Buck Drive consisting of 655 single family dwelling units (including Phase 1 and 2) and 103 townhomes (including Phase 2) with a full build year of 2034. Committed Improvements Sidbury Road at Dairy Farm Road (Sidbury Crossing) • Extend eastbound left turn lane to 275 feet of storage and appropriate taper • Construct a westbound right turn lane with taper only • Construct a southbound left turn lane with 50 feet of storage, 50 feet of full width deceleration, and 200 feet of taper. Blue Clay Road at Sidbury Road (Sidbury Crossing) • Realign the intersection to provide stop control for the southbound approach only, allowing the eastbound and westbound approaches to operate free flow Weekday 24 Hour Two-Way Land Use ITE Land Code Data Source Volume Enter Exit Total Enter Exit Total Single Family Detached 210 26 Dwelling Units Adjacent- Equation 292 5 17 22 18 10 28 Single Family Attached 215 210 Dwelling Units Adjacent- Equation 1,550 26 78 104 72 50 122 1,842 31 95 126 90 60 150 Weekday 24 Hour Two-Way Land Use ITE Land Code Data Source Volume Enter Exit Total Enter Exit Total Single Family Detached 210 397 Dwelling Units Adjacent- Equation 3,588 65 196 261 229 134 363 Single Family Attached 215 344 Dwelling Units Adjacent- Equation 2,571 43 130 173 119 83 202 6,159 108 326 434 348 217 565 Size Unadjusted Trips Table 2.0 - ITE Trip Generation- Full Build Average Weekday Driveway Volumes AM Peak Hour PM Peak Hour Unadjusted Trips Table 1.0 - ITE Trip Generation- Phase 1 Average Weekday Driveway Volumes PM Peak HourAM Peak Hour Size Page 3 4/5/2023 DAVENPORT Project No. 212010 Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 5917 Oleander Drive, Suite 206 Winston-Salem, NC 27101 Wilmington, NC 28403 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912; Fax: 336.458.9377 N. College Road at Blue Clay Road (Sidbury Crossing) • Construct a westbound right turn lane with 150 feet of storage, 50 feet of full width deceleration and 200 feet of taper. • Extend the westbound left turn lane ~150 feet to connect to the two-way left-turn lane. • Revise signal. N. College Road at Blue Clay Road (Sidbury Road – Phase II) • Provide a westbound right turn lane on Blue Clay Road with 250 feet of storage, 50 feet of deceleration, and 200 feet of taper. • Extend the westbound left turn lane to 300 feet of storage, 50 feet of deceleration, and 200 feet of taper. • Provide a southbound right turn lane on N College Road with 250 feet of storage, 50 feet of full width deceleration, and 100 feet of taper. • Extend the existing northbound right turn lane on N College Road to provide 400 feet of storage, 50 feet of full width deceleration, and 100 feet of taper. • Provide protected + permitted overlap phasing for westbound and southbound right turn lanes. • Optimize existing signal timing splits. FIGURE 1 CONCEPTUAL SITE PLAN Newton Farms Project Number 212010 FIGURE 2A SITE LOCATION MAP SITE INDICATOR N SITE FIGURE 2B PROPOSED STUDY INTERSECTIONS 2 3 STUDY INTERSECTIONS EXISTING PROPOSED 1 4 File Name : Wilmington(Blue Clay and N College) AM Peak Site Code : Start Date : 3/15/2022 Page No : 1 Groups Printed- PV - Duals - TTST N College Road Southbound Blue Clay Road Westbound N College Road Northbound Blue Clay Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 07:00 AM 39 87 5 131 3 43 31 77 23 39 31 93 22 11 8 41 342 07:15 AM 48 103 12 163 3 48 48 99 38 44 30 112 20 18 10 48 422 07:30 AM 44 122 16 182 4 57 35 96 56 85 33 174 30 23 9 62 514 07:45 AM 49 122 18 189 5 82 37 124 57 54 16 127 34 34 10 78 518 Total 180 434 51 665 15 230 151 396 174 222 110 506 106 86 37 229 1796 08:00 AM 31 100 11 142 2 54 49 105 48 50 26 124 31 22 20 73 444 08:15 AM 19 111 12 142 8 51 41 100 63 44 26 133 23 33 10 66 441 08:30 AM 25 80 21 126 6 37 36 79 59 60 18 137 15 27 10 52 394 08:45 AM 11 58 15 84 4 43 65 112 85 46 22 153 9 45 8 62 411 Total 86 349 59 494 20 185 191 396 255 200 92 547 78 127 48 253 1690 Grand Total 266 783 110 1159 35 415 342 792 429 422 202 1053 184 213 85 482 3486 Apprch %23 67.6 9.5 4.4 52.4 43.2 40.7 40.1 19.2 38.2 44.2 17.6 Total %7.6 22.5 3.2 33.2 1 11.9 9.8 22.7 12.3 12.1 5.8 30.2 5.3 6.1 2.4 13.8 PV 253 757 95 1105 28 405 336 769 402 387 195 984 171 202 82 455 3313 % PV 95.1 96.7 86.4 95.3 80 97.6 98.2 97.1 93.7 91.7 96.5 93.4 92.9 94.8 96.5 94.4 95 Duals 12 23 13 48 7 10 6 23 27 32 6 65 12 11 2 25 161 % Duals 4.5 2.9 11.8 4.1 20 2.4 1.8 2.9 6.3 7.6 3 6.2 6.5 5.2 2.4 5.2 4.6 TTST 1 3 2 6 0 0 0 0 0 3 1 4 1 0 1 2 12 % TTST 0.4 0.4 1.8 0.5 0 0 0 0 0 0.7 0.5 0.4 0.5 0 1.2 0.4 0.3 File Name : Wilmington(Blue Clay and N College) AM Peak Site Code : Start Date : 3/15/2022 Page No : 2 N College Road Southbound Blue Clay Road Westbound N College Road Northbound Blue Clay Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 44 122 16 182 4 57 35 96 56 85 33 174 30 23 9 62 514 07:45 AM 49 122 18 189 5 82 37 124 57 54 16 127 34 34 10 78 518 08:00 AM 31 100 11 142 2 54 49 105 48 50 26 124 31 22 20 73 444 08:15 AM 19 111 12 142 8 51 41 100 63 44 26 133 23 33 10 66 441 Total Volume 143 455 57 655 19 244 162 425 224 233 101 558 118 112 49 279 1917 % App. Total 21.8 69.5 8.7 4.5 57.4 38.1 40.1 41.8 18.1 42.3 40.1 17.6 PHF .730 .932 .792 .866 .594 .744 .827 .857 .889 .685 .765 .802 .868 .824 .613 .894 .925 N College Road B l u e C l a y R o a d B l u e C l a y R o a d N College Road Right 143 Thru 455 Left 57 InOut Total 301 655 956 Ri g h t 19 Th r u 24 4 Le f t 16 2 Ou t To t a l In 39 3 42 5 81 8 Left 101 Thru 233 Right 224 Out TotalIn 735 558 1293 Le f t 49 Th r u 11 2 Ri g h t 11 8 To t a l Ou t In 48 8 27 9 76 7 Peak Hour Begins at 07:30 AM PV Duals TTST Peak Hour Data North File Name : Wilmington(Blue Clay and N College) PM Peak Site Code : Start Date : 3/14/2022 Page No : 1 Groups Printed- PV - Duals - TSTT N College Road Southbound Blue Clay Road Westbound N College Road Northbound Blue Clay Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total 04:00 PM 14 79 10 103 5 29 40 74 51 109 27 187 25 55 30 110 474 04:15 PM 5 90 9 104 6 38 56 100 60 90 28 178 25 49 17 91 473 04:30 PM 13 77 12 102 8 60 78 146 59 84 28 171 29 40 27 96 515 04:45 PM 11 77 6 94 11 28 46 85 45 97 29 171 40 28 31 99 449 Total 43 323 37 403 30 155 220 405 215 380 112 707 119 172 105 396 1911 05:00 PM 11 66 8 85 9 16 33 58 55 122 35 212 28 51 29 108 463 05:15 PM 10 88 9 107 8 18 32 58 54 108 28 190 44 56 29 129 484 05:30 PM 11 79 5 95 3 21 38 62 51 96 31 178 32 45 43 120 455 05:45 PM 9 69 4 82 4 24 35 63 62 88 35 185 20 18 23 61 391 Total 41 302 26 369 24 79 138 241 222 414 129 765 124 170 124 418 1793 Grand Total 84 625 63 772 54 234 358 646 437 794 241 1472 243 342 229 814 3704 Apprch %10.9 81 8.2 8.4 36.2 55.4 29.7 53.9 16.4 29.9 42 28.1 Total %2.3 16.9 1.7 20.8 1.5 6.3 9.7 17.4 11.8 21.4 6.5 39.7 6.6 9.2 6.2 22 PV 81 611 59 751 52 213 348 613 423 769 238 1430 241 332 226 799 3593 % PV 96.4 97.8 93.7 97.3 96.3 91 97.2 94.9 96.8 96.9 98.8 97.1 99.2 97.1 98.7 98.2 97 Duals 3 10 4 17 2 19 9 30 13 23 3 39 2 9 2 13 99 % Duals 3.6 1.6 6.3 2.2 3.7 8.1 2.5 4.6 3 2.9 1.2 2.6 0.8 2.6 0.9 1.6 2.7 TSTT 0 4 0 4 0 2 1 3 1 2 0 3 0 1 1 2 12 % TSTT 0 0.6 0 0.5 0 0.9 0.3 0.5 0.2 0.3 0 0.2 0 0.3 0.4 0.2 0.3 File Name : Wilmington(Blue Clay and N College) PM Peak Site Code : Start Date : 3/14/2022 Page No : 2 N College Road Southbound Blue Clay Road Westbound N College Road Northbound Blue Clay Road Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 14 79 10 103 5 29 40 74 51 109 27 187 25 55 30 110 474 04:15 PM 5 90 9 104 6 38 56 100 60 90 28 178 25 49 17 91 473 04:30 PM 13 77 12 102 8 60 78 146 59 84 28 171 29 40 27 96 515 04:45 PM 11 77 6 94 11 28 46 85 45 97 29 171 40 28 31 99 449 Total Volume 43 323 37 403 30 155 220 405 215 380 112 707 119 172 105 396 1911 % App. Total 10.7 80.1 9.2 7.4 38.3 54.3 30.4 53.7 15.8 30.1 43.4 26.5 PHF .768 .897 .771 .969 .682 .646 .705 .693 .896 .872 .966 .945 .744 .782 .847 .900 .928 N College Road B l u e C l a y R o a d B l u e C l a y R o a d N College Road Right 43 Thru 323 Left 37 InOut Total 515 403 918 Ri g h t 30 Th r u 15 5 Le f t 22 0 Ou t To t a l In 42 4 40 5 82 9 Left 112 Thru 380 Right 215 Out TotalIn 662 707 1369 Le f t 10 5 Th r u 17 2 Ri g h t 11 9 To t a l Ou t In 31 0 39 6 70 6 Peak Hour Begins at 04:00 PM PV Duals TSTT Peak Hour Data North File Name : Wilmington(Sidbury and Blue Clay) Site Code : Start Date : 3/15/2022 Page No : 1 Groups Printed- PV - Duals - TTST Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total 07:00 AM 1 4 5 2 74 76 26 1 27 108 07:15 AM 4 8 12 1 98 99 46 0 46 157 07:30 AM 4 7 11 1 95 96 58 2 60 167 07:45 AM 3 10 13 12 113 125 51 2 53 191 Total 12 29 41 16 380 396 181 5 186 623 08:00 AM 2 6 8 7 106 113 50 0 50 171 08:15 AM 0 7 7 4 87 91 54 2 56 154 08:30 AM 1 5 6 2 79 81 59 0 59 146 08:45 AM 1 4 5 2 79 81 69 1 70 156 Total 4 22 26 15 351 366 232 3 235 627 Grand Total 16 51 67 31 731 762 413 8 421 1250 Apprch %23.9 76.1 4.1 95.9 98.1 1.9 Total %1.3 4.1 5.4 2.5 58.5 61 33 0.6 33.7 PV 16 47 63 30 722 752 402 8 410 1225 % PV 100 92.2 94 96.8 98.8 98.7 97.3 100 97.4 98 Duals 0 4 4 1 9 10 11 0 11 25 % Duals 0 7.8 6 3.2 1.2 1.3 2.7 0 2.6 2 TTST 0 0 0 0 0 0 0 0 0 0 % TTST 0 0 0 0 0 0 0 0 0 0 File Name : Wilmington(Sidbury and Blue Clay) Site Code : Start Date : 3/15/2022 Page No : 2 Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 4 8 12 1 98 99 46 0 46 157 07:30 AM 4 7 11 1 95 96 58 2 60 167 07:45 AM 3 10 13 12 113 125 51 2 53 191 08:00 AM 2 6 8 7 106 113 50 0 50 171 Total Volume 13 31 44 21 412 433 205 4 209 686 % App. Total 29.5 70.5 4.8 95.2 98.1 1.9 PHF .813 .775 .846 .438 .912 .866 .884 .500 .871 .898 Blue Clay Road S i d b u r y R o a d Blue Clay Road Thru 13 Left 31 InOut Total 25 44 69 Ri g h t 21 Le f t 41 2 Ou t To t a l In 23 6 43 3 66 9 Thru 4 Right 205 Out TotalIn 425 209 634 Peak Hour Begins at 07:15 AM PV Duals TTST Peak Hour Data North File Name : Wilmington(Sidbury and Blue Clay) Site Code : Start Date : 3/15/2022 Page No : 1 Groups Printed- PV - Duals - TTST Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total 04:00 PM 0 4 4 6 49 55 104 1 105 164 04:15 PM 2 4 6 3 83 86 87 2 89 181 04:30 PM 0 3 3 7 58 65 90 7 97 165 04:45 PM 0 3 3 9 76 85 93 4 97 185 Total 2 14 16 25 266 291 374 14 388 695 05:00 PM 2 6 8 8 60 68 88 2 90 166 05:15 PM 1 5 6 2 60 62 106 0 106 174 05:30 PM 3 1 4 4 74 78 94 2 96 178 05:45 PM 1 1 2 2 57 59 68 2 70 131 Total 7 13 20 16 251 267 356 6 362 649 Grand Total 9 27 36 41 517 558 730 20 750 1344 Apprch %25 75 7.3 92.7 97.3 2.7 Total %0.7 2 2.7 3.1 38.5 41.5 54.3 1.5 55.8 PV 9 26 35 40 509 549 724 20 744 1328 % PV 100 96.3 97.2 97.6 98.5 98.4 99.2 100 99.2 98.8 Duals 0 1 1 1 5 6 6 0 6 13 % Duals 0 3.7 2.8 2.4 1 1.1 0.8 0 0.8 1 TTST 0 0 0 0 3 3 0 0 0 3 % TTST 0 0 0 0 0.6 0.5 0 0 0 0.2 File Name : Wilmington(Sidbury and Blue Clay) Site Code : Start Date : 3/15/2022 Page No : 2 Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 3 3 9 76 85 93 4 97 185 05:00 PM 2 6 8 8 60 68 88 2 90 166 05:15 PM 1 5 6 2 60 62 106 0 106 174 05:30 PM 3 1 4 4 74 78 94 2 96 178 Total Volume 6 15 21 23 270 293 381 8 389 703 % App. Total 28.6 71.4 7.8 92.2 97.9 2.1 PHF .500 .625 .656 .639 .888 .862 .899 .500 .917 .950 Blue Clay Road S i d b u r y R o a d Blue Clay Road Thru 6 Left 15 InOut Total 31 21 52 Ri g h t 23 Le f t 27 0 Ou t To t a l In 39 6 29 3 68 9 Thru 8 Right 381 Out TotalIn 276 389 665 Peak Hour Begins at 04:45 PM PV Duals TTST Peak Hour Data North File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 1 Groups Printed- PV - Duals - TTST Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total 07:00 AM 32 2 34 5 60 65 24 7 31 130 07:15 AM 27 3 30 4 67 71 35 5 40 141 07:30 AM 31 2 33 10 63 73 39 10 49 155 07:45 AM 50 12 62 5 104 109 16 6 22 193 Total 140 19 159 24 294 318 114 28 142 619 08:00 AM 24 4 28 5 93 98 39 12 51 177 08:15 AM 15 2 17 9 63 72 37 14 51 140 08:30 AM 25 7 32 4 59 63 42 10 52 147 08:45 AM 30 8 38 2 58 60 58 17 75 173 Total 94 21 115 20 273 293 176 53 229 637 Grand Total 234 40 274 44 567 611 290 81 371 1256 Apprch %85.4 14.6 7.2 92.8 78.2 21.8 Total %18.6 3.2 21.8 3.5 45.1 48.6 23.1 6.4 29.5 PV 231 40 271 39 565 604 287 61 348 1223 % PV 98.7 100 98.9 88.6 99.6 98.9 99 75.3 93.8 97.4 Duals 3 0 3 5 2 7 3 20 23 33 % Duals 1.3 0 1.1 11.4 0.4 1.1 1 24.7 6.2 2.6 TTST 0 0 0 0 0 0 0 0 0 0 % TTST 0 0 0 0 0 0 0 0 0 0 File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 2 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 27 3 30 4 67 71 35 5 40 141 07:30 AM 31 2 33 10 63 73 39 10 49 155 07:45 AM 50 12 62 5 104 109 16 6 22 193 08:00 AM 24 4 28 5 93 98 39 12 51 177 Total Volume 132 21 153 24 327 351 129 33 162 666 % App. Total 86.3 13.7 6.8 93.2 79.6 20.4 PHF .660 .438 .617 .600 .786 .805 .827 .688 .794 .863 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 132 Left 21 InOut Total 57 153 210 Ri g h t 24 Th r u 32 7 Ou t To t a l In 15 0 35 1 50 1 Le f t 33 Th r u 12 9 To t a l Ou t In 45 9 16 2 62 1 Peak Hour Begins at 07:15 AM PV Duals TTST Peak Hour Data North File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 1 Groups Printed- PV - Duals - TTST Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total 04:00 PM 11 8 19 4 39 43 56 34 90 152 04:15 PM 12 3 15 4 74 78 47 38 85 178 04:30 PM 15 5 20 12 49 61 50 31 81 162 04:45 PM 22 3 25 2 39 41 45 48 93 159 Total 60 19 79 22 201 223 198 151 349 651 05:00 PM 18 2 20 5 46 51 33 51 84 155 05:15 PM 21 5 26 2 34 36 50 59 109 171 05:30 PM 18 2 20 10 55 65 46 45 91 176 05:45 PM 10 4 14 4 50 54 28 31 59 127 Total 67 13 80 21 185 206 157 186 343 629 Grand Total 127 32 159 43 386 429 355 337 692 1280 Apprch %79.9 20.1 10 90 51.3 48.7 Total %9.9 2.5 12.4 3.4 30.2 33.5 27.7 26.3 54.1 PV 124 29 153 36 382 418 353 304 657 1228 % PV 97.6 90.6 96.2 83.7 99 97.4 99.4 90.2 94.9 95.9 Duals 3 3 6 7 1 8 2 33 35 49 % Duals 2.4 9.4 3.8 16.3 0.3 1.9 0.6 9.8 5.1 3.8 TTST 0 0 0 0 3 3 0 0 0 3 % TTST 0 0 0 0 0.8 0.7 0 0 0 0.2 File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 2 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 22 3 25 2 39 41 45 48 93 159 05:00 PM 18 2 20 5 46 51 33 51 84 155 05:15 PM 21 5 26 2 34 36 50 59 109 171 05:30 PM 18 2 20 10 55 65 46 45 91 176 Total Volume 79 12 91 19 174 193 174 203 377 661 % App. Total 86.8 13.2 9.8 90.2 46.2 53.8 PHF .898 .600 .875 .475 .791 .742 .870 .860 .865 .939 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 79 Left 12 InOut Total 222 91 313 Ri g h t 19 Th r u 17 4 Ou t To t a l In 18 6 19 3 37 9 Le f t 20 3 Th r u 17 4 To t a l Ou t In 25 3 37 7 63 0 Peak Hour Begins at 04:45 PM PV Duals TTST Peak Hour Data North File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 1 Groups Printed- PV - Duals - TTST Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total 06:00 AM 20 1 21 2 25 27 6 7 13 61 06:15 AM 29 2 31 1 18 19 15 6 21 71 06:30 AM 23 2 25 5 32 37 17 4 21 83 06:45 AM 23 0 23 3 65 68 24 7 31 122 Total 95 5 100 11 140 151 62 24 86 337 07:00 AM 32 2 34 5 60 65 24 7 31 130 07:15 AM 27 3 30 4 67 71 35 5 40 141 07:30 AM 31 2 33 10 63 73 39 10 49 155 07:45 AM 50 12 62 5 104 109 16 6 22 193 Total 140 19 159 24 294 318 114 28 142 619 08:00 AM 24 4 28 5 93 98 39 12 51 177 08:15 AM 15 2 17 9 63 72 37 14 51 140 08:30 AM 25 7 32 4 59 63 42 10 52 147 08:45 AM 30 8 38 2 58 60 58 17 75 173 Total 94 21 115 20 273 293 176 53 229 637 09:00 AM 16 5 21 3 40 43 34 12 46 110 09:15 AM 18 0 18 2 42 44 25 10 35 97 09:30 AM 20 0 20 6 33 39 30 13 43 102 09:45 AM 10 2 12 3 32 35 32 10 42 89 Total 64 7 71 14 147 161 121 45 166 398 10:00 AM 11 5 16 5 33 38 23 9 32 86 10:15 AM 18 2 20 3 24 27 20 9 29 76 10:30 AM 18 5 23 3 39 42 22 13 35 100 10:45 AM 13 1 14 3 24 27 35 14 49 90 Total 60 13 73 14 120 134 100 45 145 352 11:00 AM 8 1 9 6 45 51 33 10 43 103 11:15 AM 11 1 12 3 26 29 37 14 51 92 11:30 AM 8 3 11 2 24 26 22 8 30 67 11:45 AM 9 0 9 5 35 40 34 20 54 103 Total 36 5 41 16 130 146 126 52 178 365 12:00 PM 18 3 21 4 36 40 19 9 28 89 12:15 PM 11 4 15 5 45 50 28 16 44 109 12:30 PM 16 2 18 2 40 42 37 14 51 111 12:45 PM 11 3 14 3 40 43 25 24 49 106 Total 56 12 68 14 161 175 109 63 172 415 01:00 PM 7 3 10 4 24 28 25 16 41 79 01:15 PM 14 2 16 8 39 47 43 14 57 120 01:30 PM 10 0 10 6 38 44 36 13 49 103 File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 2 Groups Printed- PV - Duals - TTST Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total 01:45 PM 18 3 21 3 26 29 43 17 60 110 Total 49 8 57 21 127 148 147 60 207 412 02:00 PM 16 3 19 4 28 32 30 13 43 94 02:15 PM 13 3 16 4 27 31 33 17 50 97 02:30 PM 13 3 16 4 24 28 33 16 49 93 02:45 PM 8 4 12 3 37 40 27 15 42 94 Total 50 13 63 15 116 131 123 61 184 378 03:00 PM 25 4 29 5 30 35 40 28 68 132 03:15 PM 15 6 21 3 44 47 40 20 60 128 03:30 PM 13 5 18 4 51 55 46 30 76 149 03:45 PM 9 5 14 5 45 50 47 21 68 132 Total 62 20 82 17 170 187 173 99 272 541 04:00 PM 11 8 19 4 39 43 56 34 90 152 04:15 PM 12 3 15 4 74 78 47 38 85 178 04:30 PM 15 5 20 12 49 61 50 31 81 162 04:45 PM 22 3 25 2 39 41 45 48 93 159 Total 60 19 79 22 201 223 198 151 349 651 05:00 PM 18 2 20 5 46 51 33 51 84 155 05:15 PM 21 5 26 2 34 36 50 59 109 171 05:30 PM 18 2 20 10 55 65 46 45 91 176 05:45 PM 10 4 14 4 50 54 28 31 59 127 Total 67 13 80 21 185 206 157 186 343 629 06:00 PM 12 1 13 2 38 40 35 26 61 114 06:15 PM 8 3 11 6 42 48 26 24 50 109 06:30 PM 7 2 9 1 33 34 22 16 38 81 06:45 PM 4 2 6 3 27 30 15 12 27 63 Total 31 8 39 12 140 152 98 78 176 367 Grand Total 864 163 1027 221 2204 2425 1704 945 2649 6101 Apprch %84.1 15.9 9.1 90.9 64.3 35.7 Total %14.2 2.7 16.8 3.6 36.1 39.7 27.9 15.5 43.4 PV 761 150 911 200 2098 2298 1613 845 2458 5667 % PV 88.1 92 88.7 90.5 95.2 94.8 94.7 89.4 92.8 92.9 Duals 103 13 116 21 96 117 87 97 184 417 % Duals 11.9 8 11.3 9.5 4.4 4.8 5.1 10.3 6.9 6.8 TTST 0 0 0 0 10 10 4 3 7 17 % TTST 0 0 0 0 0.5 0.4 0.2 0.3 0.3 0.3 File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 3 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total Peak Hour Analysis From 06:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 27 3 30 4 67 71 35 5 40 141 07:30 AM 31 2 33 10 63 73 39 10 49 155 07:45 AM 50 12 62 5 104 109 16 6 22 193 08:00 AM 24 4 28 5 93 98 39 12 51 177 Total Volume 132 21 153 24 327 351 129 33 162 666 % App. Total 86.3 13.7 6.8 93.2 79.6 20.4 PHF .660 .438 .617 .600 .786 .805 .827 .688 .794 .863 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 132 Left 21 InOut Total 57 153 210 Ri g h t 24 Th r u 32 7 Ou t To t a l In 15 0 35 1 50 1 Le f t 33 Th r u 12 9 To t a l Ou t In 45 9 16 2 62 1 Peak Hour Begins at 07:15 AM PV Duals TTST Peak Hour Data North File Name : Wilmington(Sidbury and Dairy Farm) Site Code : Start Date : 3/15/2022 Page No : 4 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left App. Total Right Thru App. Total Thru Left App. Total Int. Total Peak Hour Analysis From 12:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 22 3 25 2 39 41 45 48 93 159 05:00 PM 18 2 20 5 46 51 33 51 84 155 05:15 PM 21 5 26 2 34 36 50 59 109 171 05:30 PM 18 2 20 10 55 65 46 45 91 176 Total Volume 79 12 91 19 174 193 174 203 377 661 % App. Total 86.8 13.2 9.8 90.2 46.2 53.8 PHF .898 .600 .875 .475 .791 .742 .870 .860 .865 .939 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 79 Left 12 InOut Total 222 91 313 Ri g h t 19 Th r u 17 4 Ou t To t a l In 18 6 19 3 37 9 Le f t 20 3 Th r u 17 4 To t a l Ou t In 25 3 37 7 63 0 Peak Hour Begins at 04:45 PM PV Duals TTST Peak Hour Data North Future No Build Synchro Review TIA Name and date: Newton Farms TIA Reviewer: KK Date Reviewed: 6/20/2023 Check parameters of study against the approved TIA Scope and Congestion Management guidelines. Use Blue ink for items that check off and Red ink for items that potentially need correction/revision or determine the TIA to be invalid and a resubmittal necessary. Intersections Intersection: Blue Clay Road and N College Road Lane Settings • Are all entered volumes a minimum of 4 vph? (There should be no values of 0, 1, 2, or 3 for the most accurate calculations) o Yes • Is the model showing the correct lane configuration at each approach? o Yes • If entered, is the grade correct for each approach? o Yes • Are the correct number of storage lanes entered and are they the correct lengths? o Yes • Is the right turn set to channelized where necessary? o N/A • Is Right Turn on Red (RTOR) used? Eliminate all RTOR phasing (existing and future). Congestion Management guidelines state “do not analyze right turn on red at any proposed intersection approaches to ensure that adequate storage is provided.” o No Timing Settings • Are the turn types correct and associated with the correct phases? Eliminate all PT+PM left-turn phasing in future conditions. Congestion Management guidelines state that analysis of Protected-only phasing in future conditions will identify required storage in the event that Protected-only phasing is necessary. Existing Permissive left-turn phasing should remain Permissive in future conditions, except where Protected-only phasing is being analyzed as an improvement to the intersection in Future + Improvement condition. o WBR and NBR should be PM+OV • Is the lost time greater than or equal to 5 seconds? o Yes • Check for Recall Mode on Signalized Intersection. If simulating ‘free run’ operation (actuated-uncoordinated), use Min Recall on main street phase. If simulating ‘Coordinated Mode’ (Actuated -Coordinate), use C-Max.” o Yes Phasing Settings • Is the control type correct? o Yes • Is the cycle length correct? o Yes • Is the offset correct? o N/A • Check “Referenced to” and “Reference Phase.” o N/A • Check the times for minimum initial, maximum split, yellow time, all-red time, vehicle extension, minimum gap, time before reduce, time to reduce, walk time, and flash don’t walk. Yellow times should either match the signal plans or be entered as a default of Y=5 s. All-Red times should either match the signal plans or be entered as a default of R=2 s. o Enter minimum gap, vehicle extension, time before reduction and time to reduce. • Are the correct phases marked as pedestrian phases? o N/A Detector Settings • Do the size and distance from the stop bar match the included signal plans? o Check all detector sizes • Are the leading and trailing detectors correct? o Update based on the above comment • Is the detector type correct? o Yes • Are the detector channels, extend, and queue correct? o Yes • Are the detector delays correct? o Yes Roads 1. Road: Blue Clay Road • Is the speed limit correct? o Yes • If this road is a Y line, is it at least 1000 feet? o Yes 2. Road: North College Road • Is the speed limit correct? o Yes • If this road is a Y line, is it at least 1000 feet? o Yes Intersection: Blue Clay Road and Sidbury Road Lane Settings • Are all entered volumes a minimum of 4 vph? (There should be no values of 0, 1, 2, or 3 for the most accurate calculations) o Yes • Is the model showing the correct lane configuration at each approach? o Yes • If entered, is the grade correct for each approach? o Yes • Are the correct number of storage lanes entered and are they the correct lengths? o Yes • Is the right turn set to channelized where necessary? o N/A • Is Right Turn on Red (RTOR) used? Eliminate all RTOR phasing (existing and future). Congestion Management guidelines state “do not analyze right turn on red at any proposed intersection approaches to ensure that adequate storage is provided.” o No Roads 3. Road: Blue Clay Road • Is the speed limit correct? o Yes • If this road is a Y line, is it at least 1000 feet? o Yes 4. Road: Sidbury Road • Is the speed limit correct? o Yes • If this road is a Y line, is it at least 1000 feet? o Yes Intersection: Blue Clay Road and Sidbury Road Lane Settings • Are all entered volumes a minimum of 4 vph? (There should be no values of 0, 1, 2, or 3 for the most accurate calculations) o Yes • Is the model showing the correct lane configuration at each approach? o Yes • If entered, is the grade correct for each approach? o Yes • Are the correct number of storage lanes entered and are they the correct lengths? o Yes • Is the right turn set to channelized where necessary? o N/A • Is Right Turn on Red (RTOR) used? Eliminate all RTOR phasing (existing and future). Congestion Management guidelines state “do not analyze right turn on red at any proposed intersection approaches to ensure that adequate storage is provided.” o No Roads 5. Road: Dairy Farm Road • Is the speed limit correct? o Yes • If this road is a Y line, is it at least 1000 feet? o Yes 6. Road: Sidbury Road • Is the speed limit correct? o Yes • If this road is a Y line, is it at least 1000 feet? o Yes *** NOT TO SCALE *** **NOT TO SCALE** 0 / 0 28 / 90 0 / 0 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 27 / 17 83 / 55 61 / 40 0 / 0 0 / 0 10 / 2 9 0 / 0 0 / 0 21 / 6 6 0 / 0 84 / 2 6 7 171 / 112 0 / 0 0 / 0 0 / 0 26 / 73 33 / 111 99 / 65 5 / 13 13 / 8 72 / 4 7 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED ROADWAY LEGEND AM / PM PEAKS FIGURE 5A 2027 APPROVED DEVELOPMENT VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Newton Farms, New Hanover County, NC ** A minimum of 4 vehicles per hour is analyzed for each movement per NCDOT Congestion Management Guidelines. *** NOT TO SCALE *** **NOT TO SCALE** 61 / 129 180 / 344 128 / 157 This document, together with the concepts and designs presented herein, is intended only for the specific purpose and client for which it was prepared. Reuse of, or improper reliance on, this document by others without written authorization and adaptation by DAVENPORT, shall be without liability to DAVENPORT, and shall be a violation of the agreement between DAVENPORT and the client. 47 / 68 397 / 256 299 / 295 13 3 / 6 2 53 6 / 3 7 0 79 / 6 3 11 9 / 1 3 6 26 4 / 5 3 0 25 5 / 3 4 7 5 / 2 4 30 0 / 8 0 3 681 / 598 20 / 36 23 / 1 6 10 / 7 99 / 365 177 / 332 487 / 373 30 / 68 33 / 3 3 24 9 / 1 4 9 PROJECT NUMBER 212010 SIGNAL STOP TRAFFIC MOVEMENT BLACK = EXISTING GREEN = COMMITTED ROADWAY LEGEND AM / PM PEAKS FIGURE 6A 2027 FUTURE NO BUILD TRAFFIC VOLUMES US - 1 1 7 (N C o l l e g e R o a d ) SR - 2 1 8 1 (D a i r y F a r m R o a d ) SR-1336 (Sidbury Road) Newton Farms, New Hanover County, NC ** A minimum of 4 vehicles per hour is analyzed for each movement per NCDOT Congestion Management Guidelines. 10/5/2023 212010 Avenue One Capacity Analysis Synchro Worksheets 10/5/2023 212010 Avenue One Existing Conditions HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2023 Existing AM 2023 Existing AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 4.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 70 138 372 24 19 170 Future Vol, veh/h 70 138 372 24 19 170 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 78 153 413 27 21 189 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 440 0 - 0 736 427 Stage 1 - - - - 427 - Stage 2 - - - - 309 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1120 - - - 386 628 Stage 1 - - - - 658 - Stage 2 - - - - 745 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1120 - - - 359 628 Mov Cap-2 Maneuver - - - - 359 - Stage 1 - - - - 612 - Stage 2 - - - - 745 - Approach EB WB SB HCM Control Delay, s 2.8 0 14.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1120 - - - 584 HCM Lane V/C Ratio 0.069 - - - 0.36 HCM Control Delay (s) 8.5 - - - 14.6 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.2 - - - 1.6 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2023 Existing AM 2023 Existing AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 13.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 490 19 4 207 22 9 Future Vol, veh/h 490 19 4 207 22 9 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, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 544 21 4 230 24 10 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 177 119 0 0 234 0 Stage 1 119 ----- Stage 2 58 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 813 933 - - 1333 - Stage 1 906 ----- Stage 2 965 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 798 933 - - 1333 - Mov Cap-2 Maneuver 798 ----- Stage 1 906 ----- Stage 2 948 ----- Approach WB NB SB HCM Control Delay, s 19.5 0 5.5 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 802 1333 - HCM Lane V/C Ratio - - 0.705 0.018 - HCM Control Delay (s) - - 19.5 7.8 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 6 0.1 - Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2023 Existing AM 2023 Existing AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 58 146 123 228 301 19 114 253 224 66 515 127 Future Volume (vph) 58 146 123 228 301 19 114 253 224 66 515 127 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 100 0 100 250 125 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.931 0.991 0.850 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1734 0 1770 1846 0 1787 1881 1599 1778 1816 0 Flt Permitted 0.408 0.152 0.069 0.570 Satd. Flow (perm) 760 1734 0 283 1846 0 130 1881 1599 1067 1816 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 64 162 137 253 334 21 127 281 249 73 572 141 Shared Lane Traffic (%) Lane Group Flow (vph) 64 299 0 253 355 0 127 281 249 73 713 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 52316 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 12.6 13.2 12.9 13.2 11.9 20.0 12.9 12.4 20.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 19.4 18.8 19.1 18.8 20.1 84.0 19.1 19.6 84.0 Yellow Time (s) 3.0 5.2 3.0 5.2 3.0 4.7 3.0 3.0 4.7 All-Red Time (s) 2.6 1.0 2.9 1.0 1.9 1.3 2.9 2.4 1.3 Lost Time Adjust (s) -0.6 -1.2 -0.9 -1.2 0.1 -1.0 -1.0 -0.4 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.9 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2023 Existing AM 2023 Existing AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None Min None None Min Act Effct Green (s) 29.5 20.4 45.4 34.4 69.4 60.2 85.3 60.8 52.9 Actuated g/C Ratio 0.23 0.16 0.36 0.27 0.55 0.48 0.68 0.48 0.42 v/c Ratio 0.26 1.06 0.75 0.70 0.55 0.31 0.23 0.13 0.93 Control Delay 35.9 122.5 48.9 53.9 29.4 21.1 8.5 12.9 54.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.9 122.5 48.9 53.9 29.4 21.1 8.5 12.9 54.9 LOS DF DD CCABD Approach Delay 107.2 51.8 17.9 51.0 Approach LOS F D B D Queue Length 50th (ft) 34 ~267 151 265 47 141 74 26 537 Queue Length 95th (ft) 88 #582 #376 #600 115 204 113 47 776 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 100 250 125 Base Capacity (vph) 410 281 343 504 341 1297 1091 705 1252 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.16 1.06 0.74 0.70 0.37 0.22 0.23 0.10 0.57 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 125.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 50.7 Intersection LOS: D Intersection Capacity Utilization 85.6% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2023 Existing PM 2023 Existing PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 4.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 259 196 273 48 22 90 Future Vol, veh/h 259 196 273 48 22 90 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 288 218 303 53 24 100 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 356 0 - 0 1124 330 Stage 1 - - - - 330 - Stage 2 - - - - 794 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1203 - - - 227 712 Stage 1 - - - - 728 - Stage 2 - - - - 445 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1203 - - - 173 712 Mov Cap-2 Maneuver - - - - 173 - Stage 1 - - - - 554 - Stage 2 - - - - 445 - Approach EB WB SB HCM Control Delay, s 5.1 0 16.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1203 - - - 442 HCM Lane V/C Ratio 0.239 - - - 0.282 HCM Control Delay (s) 8.9 - - - 16.3 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.9 - - - 1.1 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2023 Existing PM 2023 Existing PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 12.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 431 32 21 475 14 6 Future Vol, veh/h 431 32 21 475 14 6 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, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 479 36 23 528 16 7 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 326 287 0 0 551 0 Stage 1 287 ----- Stage 2 39 ----- Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 ----- Critical Hdwy Stg 2 5.42 ----- Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 668 752 - - 1019 - Stage 1 762 ----- Stage 2 983 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 657 752 - - 1019 - Mov Cap-2 Maneuver 657 ----- Stage 1 762 ----- Stage 2 967 ----- Approach WB NB SB HCM Control Delay, s 26.6 0 6 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 663 1019 - HCM Lane V/C Ratio - - 0.776 0.015 - HCM Control Delay (s) - - 26.6 8.6 0 HCM Lane LOS - - D A A HCM 95th %tile Q(veh) - - 7.4 0 - Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2023 Existing PM 2023 Existing PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 114 225 139 226 178 45 120 470 249 30 328 55 Future Volume (vph) 114 225 139 226 178 45 120 470 249 30 328 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 100 0 100 250 125 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.943 0.970 0.850 0.978 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1757 0 1770 1807 0 1787 1881 1599 1778 1831 0 Flt Permitted 0.605 0.161 0.205 0.230 Satd. Flow (perm) 1127 1757 0 300 1807 0 386 1881 1599 431 1831 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 127 250 154 251 198 50 133 522 277 33 364 61 Shared Lane Traffic (%) Lane Group Flow (vph) 127 404 0 251 248 0 133 522 277 33 425 0 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 3 8 52316 Permitted Phases 4 8 2 2 6 Detector Phase 7 4 3 8 52316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 12.6 13.2 12.9 13.2 11.9 20.0 12.9 12.4 20.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 19.4 18.8 19.1 18.8 20.1 84.0 19.1 19.6 84.0 Yellow Time (s) 3.0 5.2 3.0 5.2 3.0 4.7 3.0 3.0 4.7 All-Red Time (s) 2.6 1.0 2.9 1.0 1.9 1.3 2.9 2.4 1.3 Lost Time Adjust (s) -0.6 -1.2 -0.9 -1.2 0.1 -1.0 -1.0 -0.4 -1.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 4.9 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None Min None None Min Act Effct Green (s) 30.3 20.2 43.5 28.3 41.9 36.0 59.3 35.9 28.4 Actuated g/C Ratio 0.31 0.21 0.45 0.29 0.43 0.37 0.61 0.37 0.29 v/c Ratio 0.30 1.10 0.61 0.47 0.44 0.74 0.28 0.12 0.79 Control Delay 20.8 114.6 26.9 34.2 20.4 35.1 10.3 16.0 42.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2023 Existing PM 2023 Existing PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 20.8 114.6 26.9 34.2 20.4 35.1 10.3 16.0 42.7 LOS CF CC CDBBD Approach Delay 92.2 30.5 25.6 40.8 Approach LOS F C C D Queue Length 50th (ft) 46 ~295 99 127 48 301 85 11 237 Queue Length 95th (ft) 99 #556 200 242 84 436 130 28 367 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 100 250 125 Base Capacity (vph) 607 368 443 529 465 1658 1017 474 1614 Starvation Cap Reductn 0 0 0 0 00000 Spillback Cap Reductn 0 0 0 0 00000 Storage Cap Reductn 0 0 0 0 00000 Reduced v/c Ratio 0.21 1.10 0.57 0.47 0.29 0.31 0.27 0.07 0.26 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 96.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay: 44.1 Intersection LOS: D Intersection Capacity Utilization 80.1% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road 10/5/2023 212010 Avenue One Future No Build Conditions HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2027 FNB AM 2027 FNB AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 5.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 99 177 487 30 33 249 Future Vol, veh/h 99 177 487 30 33 249 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 110 197 541 33 37 277 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 574 0 - 0 975 558 Stage 1 - - - - 558 - Stage 2 - - - - 417 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 999 - - - 279 529 Stage 1 - - - - 573 - Stage 2 - - - - 665 - Platoon blocked, % - - - Mov Cap-1 Maneuver 999 - - - 248 529 Mov Cap-2 Maneuver - - - - 248 - Stage 1 - - - - 510 - Stage 2 - - - - 665 - Approach EB WB SB HCM Control Delay, s 3.2 0 19.4 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 999 - - - 248 529 HCM Lane V/C Ratio 0.11 - - - 0.148 0.523 HCM Control Delay (s) 9 - - - 22 19 HCM Lane LOS A - - - C C HCM 95th %tile Q(veh) 0.4 - - - 0.5 3 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 FNB AM 2027 FNB AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 681 20 5 275 23 10 Future Vol, veh/h 681 20 5 275 23 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 757 22 6 306 26 11 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 159 312 Stage 1 - - 0 0 Stage 2 - - 159 312 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 832 603 Stage 1 ---- Stage 2 - - 870 658 Platoon blocked, % - - Mov Cap-1 Maneuver - - 832 0 Mov Cap-2 Maneuver - - 832 0 Stage 1 - - - 0 Stage 2 - - 870 0 Approach NB SB HCM Control Delay, s 0 9.5 HCM LOS A Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 832 HCM Lane V/C Ratio - - 0.044 HCM Control Delay (s) - - 9.5 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 FNB AM 2027 FNB AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 61 180 128 299 397 47 119 264 255 79 536 133 Future Volume (vph) 61 180 128 299 397 47 119 264 255 79 536 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 150 100 250 125 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.938 0.850 0.850 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1747 0 1770 1863 1583 1787 1881 1599 1778 1816 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1747 0 1770 1863 1583 1787 1881 1599 1778 1816 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 68 200 142 332 441 52 132 293 283 88 596 148 Shared Lane Traffic (%) Lane Group Flow (vph) 68 342 0 332 441 52 132 293 283 88 744 0 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 7 4 38152316 Permitted Phases 8 2 Detector Phase 7 4 38152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None Min None None Min Act Effct Green (s) 12.3 20.4 20.4 35.0 48.7 16.0 65.5 91.0 13.6 63.1 Actuated g/C Ratio 0.09 0.15 0.15 0.25 0.35 0.11 0.47 0.65 0.10 0.45 v/c Ratio 0.44 1.35 1.29 0.95 0.09 0.65 0.33 0.27 0.51 0.91 Control Delay 74.2 225.3 204.1 83.6 40.1 77.6 24.2 11.2 74.3 52.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 FNB AM 2027 FNB AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 74.2 225.3 204.1 83.6 40.1 77.6 24.2 11.2 74.3 52.0 LOS EF FFDECBED Approach Delay 200.2 129.4 29.0 54.3 Approach LOS F F C D Queue Length 50th (ft) 61 ~417 ~394 ~450 34 117 163 101 78 620 Queue Length 95th (ft) 125 #738 #711 #887 81 215 246 164 152 838 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 150 100 250 125 Base Capacity (vph) 257 253 257 465 625 259 1162 1037 258 1121 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.26 1.35 1.29 0.95 0.08 0.51 0.25 0.27 0.34 0.66 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 140.3 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.35 Intersection Signal Delay: 91.7 Intersection LOS: F Intersection Capacity Utilization 93.4% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2035 FNB AM 2035 FNB AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 8.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 105 246 693 33 35 264 Future Vol, veh/h 105 246 693 33 35 264 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 117 273 770 37 39 293 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 807 0 - 0 1296 789 Stage 1 - - - - 789 - Stage 2 - - - - 507 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 818 - - - 179 391 Stage 1 - - - - 448 - Stage 2 - - - - 605 - Platoon blocked, % - - - Mov Cap-1 Maneuver 818 - - - 153 391 Mov Cap-2 Maneuver - - - - 153 - Stage 1 - - - - 384 - Stage 2 - - - - 605 - Approach EB WB SB HCM Control Delay, s 3 0 37.1 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 818 - - - 153 391 HCM Lane V/C Ratio 0.143 - - - 0.254 0.75 HCM Control Delay (s) 10.1 - - - 36.4 37.2 HCM Lane LOS B - - - E E HCM 95th %tile Q(veh) 0.5 - - - 1 6 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 FNB AM 2035 FNB AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 898 22 5 350 25 11 Future Vol, veh/h 898 22 5 350 25 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 998 24 6 389 28 12 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 201 395 Stage 1 - - 0 0 Stage 2 - - 201 395 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 788 542 Stage 1 ---- Stage 2 - - 833 605 Platoon blocked, % - - Mov Cap-1 Maneuver - - 788 0 Mov Cap-2 Maneuver - - 788 0 Stage 1 - - - 0 Stage 2 - - 833 0 Approach NB SB HCM Control Delay, s 0 9.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 788 HCM Lane V/C Ratio - - 0.051 HCM Control Delay (s) - - 9.8 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 FNB AM 2035 FNB AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 222 139 381 511 74 129 286 294 93 581 144 Future Volume (vph) 66 222 139 381 511 74 129 286 294 93 581 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 250 100 400 125 250 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.942 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1755 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1755 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 73 247 154 423 568 82 143 318 327 103 646 160 Shared Lane Traffic (%) Lane Group Flow (vph) 73 401 0 423 568 82 143 318 327 103 646 160 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Perm Protected Phases 7 4 38152316 Permitted Phases 8 2 6 Detector Phase 7 4 381523166 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 30.0 Recall Mode None None None None None None Min None None Min Min Act Effct Green (s) 12.1 20.3 20.3 35.1 49.0 16.0 53.5 78.9 13.9 51.4 49.4 Actuated g/C Ratio 0.09 0.16 0.16 0.27 0.38 0.12 0.42 0.61 0.11 0.40 0.38 v/c Ratio 0.44 1.45 1.51 1.12 0.14 0.64 0.41 0.33 0.54 0.86 0.26 Control Delay 67.1 258.2 284.8 120.0 33.1 69.9 27.6 13.1 67.4 47.6 27.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 FNB AM 2035 FNB AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 67.1 258.2 284.8 120.0 33.1 69.9 27.6 13.1 67.4 47.6 27.6 LOS EF FFCECBEDC Approach Delay 228.8 178.3 29.2 46.3 Approach LOS F F C D Queue Length 50th (ft) 59 ~456 ~492 ~589 46 114 181 123 82 484 90 Queue Length 95th (ft) 123 #797 #842 #1067 106 213 274 197 159 665 146 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 250 100 400 125 250 Base Capacity (vph) 280 277 280 508 682 283 1266 982 281 1259 1045 Starvation Cap Reductn 0 0 000000000 Spillback Cap Reductn 0 0 000000000 Storage Cap Reductn 0 0 000000000 Reduced v/c Ratio 0.26 1.45 1.51 1.12 0.12 0.51 0.25 0.33 0.37 0.51 0.15 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 128.4 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.51 Intersection Signal Delay: 112.5 Intersection LOS: F Intersection Capacity Utilization 95.7% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2027 FNB PM 2027 FNB PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 332 373 68 33 149 Future Vol, veh/h 365 332 373 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 369 414 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 490 0 - 0 1633 452 Stage 1 - - - - 452 - Stage 2 - - - - 1181 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1073 - - - 111 608 Stage 1 - - - - 641 - Stage 2 - - - - 291 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1073 - - - 69 608 Mov Cap-2 Maneuver - - - - 69 - Stage 1 - - - - 399 - Stage 2 - - - - 291 - Approach EB WB SB HCM Control Delay, s 5.4 0 29.8 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1073 - - - 69 608 HCM Lane V/C Ratio 0.378 - - - 0.531 0.272 HCM Control Delay (s) 10.4 - - - 105.3 13.1 HCM Lane LOS B - - - F B HCM 95th %tile Q(veh) 1.8 - - - 2.2 1.1 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 FNB PM 2027 FNB PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 598 36 24 720 16 7 Future Vol, veh/h 598 36 24 720 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 664 40 27 800 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 427 827 Stage 1 - - 0 0 Stage 2 - - 427 827 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 584 307 Stage 1 ---- Stage 2 - - 658 386 Platoon blocked, % - - Mov Cap-1 Maneuver - - 584 0 Mov Cap-2 Maneuver - - 584 0 Stage 1 - - - 0 Stage 2 - - 658 0 Approach NB SB HCM Control Delay, s 0 11.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 584 HCM Lane V/C Ratio - - 0.044 HCM Control Delay (s) - - 11.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 FNB PM 2027 FNB PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 344 157 295 256 68 136 530 347 63 370 62 Future Volume (vph) 129 344 157 295 256 68 136 530 347 63 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 150 100 250 125 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.953 0.850 0.850 0.978 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1775 0 1770 1863 1583 1787 1881 1599 1778 1831 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1775 0 1770 1863 1583 1787 1881 1599 1778 1831 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 382 174 328 284 76 151 589 386 70 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 556 0 328 284 76 151 589 386 70 480 0 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 7 4 38152316 Permitted Phases 8 2 Detector Phase 7 4 38152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None Min None None Min Act Effct Green (s) 15.3 20.2 20.2 28.3 39.6 15.7 41.8 67.1 11.4 37.4 Actuated g/C Ratio 0.13 0.18 0.18 0.25 0.35 0.14 0.37 0.59 0.10 0.33 v/c Ratio 0.60 1.77 1.04 0.62 0.14 0.61 0.85 0.41 0.40 0.80 Control Delay 59.5 386.5 109.6 48.4 31.0 59.2 45.9 14.1 57.9 45.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 FNB PM 2027 FNB PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 59.5 386.5 109.6 48.4 31.0 59.2 45.9 14.1 57.9 45.5 LOS EF FDCEDBED Approach Delay 319.6 75.7 36.8 47.1 Approach LOS F E D D Queue Length 50th (ft) 98 ~597 ~256 183 38 103 387 141 48 317 Queue Length 95th (ft) 191 #997 #550 #409 93 199 559 224 108 457 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 150 100 250 125 Base Capacity (vph) 314 315 314 461 674 317 1420 941 315 1382 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.46 1.77 1.04 0.62 0.11 0.48 0.41 0.41 0.22 0.35 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 113.9 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.77 Intersection Signal Delay: 111.9 Intersection LOS: F Intersection Capacity Utilization 93.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2035 FNB PM 2035 FNB PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 9.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 520 483 68 33 149 Future Vol, veh/h 365 520 483 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 578 537 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 613 0 - 0 1965 575 Stage 1 - - - - 575 - Stage 2 - - - - 1390 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 966 - - - 69 518 Stage 1 - - - - 563 - Stage 2 - - - - 231 - Platoon blocked, % - - - Mov Cap-1 Maneuver 966 - - - 40 518 Mov Cap-2 Maneuver - - - - 40 - Stage 1 - - - - 327 - Stage 2 - - - - 231 - Approach EB WB SB HCM Control Delay, s 4.7 0 61.4 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 966 - - - 40 518 HCM Lane V/C Ratio 0.42 - - - 0.917 0.32 HCM Control Delay (s) 11.4 - - - 269.8 15.2 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 2.1 - - - 3.5 1.4 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 FNB PM 2035 FNB PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 708 36 24 908 16 7 Future Vol, veh/h 708 36 24 908 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 787 40 27 1009 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 532 1036 Stage 1 - - 0 0 Stage 2 - - 532 1036 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 508 232 Stage 1 ---- Stage 2 - - 589 309 Platoon blocked, % - - Mov Cap-1 Maneuver - - 508 0 Mov Cap-2 Maneuver - - 508 0 Stage 1 - - - 0 Stage 2 - - 589 0 Approach NB SB HCM Control Delay, s 0 12.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 508 HCM Lane V/C Ratio - - 0.05 HCM Control Delay (s) - - 12.5 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 FNB PM 2035 FNB PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 437 157 335 311 84 136 530 414 90 370 62 Future Volume (vph) 129 437 157 335 311 84 136 530 414 90 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 250 100 400 125 250 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.960 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1788 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1788 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 486 174 372 346 93 151 589 460 100 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 660 0 372 346 93 151 589 460 100 411 69 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Perm Protected Phases 7 4 38152316 Permitted Phases 8 2 6 Detector Phase 7 4 381523166 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 30.0 Recall Mode None None None None None None Min None None Min Min Act Effct Green (s) 15.4 20.3 20.3 28.2 41.4 15.9 42.9 68.3 13.2 40.1 38.1 Actuated g/C Ratio 0.13 0.17 0.17 0.24 0.35 0.14 0.37 0.58 0.11 0.34 0.33 v/c Ratio 0.61 2.13 1.21 0.77 0.17 0.62 0.85 0.49 0.50 0.64 0.13 Control Delay 61.9 544.2 163.8 57.0 31.2 61.6 46.9 16.4 60.2 37.0 27.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 FNB PM 2035 FNB PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 61.9 544.2 163.8 57.0 31.2 61.6 46.9 16.4 60.2 37.0 27.8 LOS EF FECEDBEDC Approach Delay 458.3 103.0 37.1 39.9 Approach LOS F F D D Queue Length 50th (ft) 101 ~781 ~338 242 47 107 399 188 71 257 36 Queue Length 95th (ft) 198 #1245 #667 #562 111 208 582 299 145 372 71 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 250 100 400 125 250 Base Capacity (vph) 307 310 307 449 656 310 1387 933 308 1381 1145 Starvation Cap Reductn 0 0 000000000 Spillback Cap Reductn 0 0 000000000 Storage Cap Reductn 0 0 000000000 Reduced v/c Ratio 0.47 2.13 1.21 0.77 0.14 0.49 0.42 0.49 0.32 0.30 0.06 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 117 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 2.13 Intersection Signal Delay: 153.0 Intersection LOS: F Intersection Capacity Utilization 100.7% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road 10/5/2023 212010 Avenue One Future Build Conditions HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build AM 2027 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 6.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 99 203 568 30 33 249 Future Vol, veh/h 99 203 568 30 33 249 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 110 226 631 33 37 277 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 664 0 - 0 1094 648 Stage 1 - - - - 648 - Stage 2 - - - - 446 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 925 - - - 237 470 Stage 1 - - - - 521 - Stage 2 - - - - 645 - Platoon blocked, % - - - Mov Cap-1 Maneuver 925 - - - 209 470 Mov Cap-2 Maneuver - - - - 209 - Stage 1 - - - - 459 - Stage 2 - - - - 645 - Approach EB WB SB HCM Control Delay, s 3.1 0 23.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 925 - - - 209 470 HCM Lane V/C Ratio 0.119 - - - 0.175 0.589 HCM Control Delay (s) 9.4 - - - 25.9 23 HCM Lane LOS A - - - D C HCM 95th %tile Q(veh) 0.4 - - - 0.6 3.7 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build AM 2027 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 762 20 5 301 23 10 Future Vol, veh/h 762 20 5 301 23 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 847 22 6 334 26 11 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 173 340 Stage 1 - - 0 0 Stage 2 - - 173 340 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 817 582 Stage 1 ---- Stage 2 - - 857 639 Platoon blocked, % - - Mov Cap-1 Maneuver - - 817 0 Mov Cap-2 Maneuver - - 817 0 Stage 1 - - - 0 Stage 2 - - 857 0 Approach NB SB HCM Control Delay, s 0 9.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 817 HCM Lane V/C Ratio - - 0.045 HCM Control Delay (s) - - 9.6 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build AM 2027 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 61 192 128 328 435 61 119 264 264 84 536 133 Future Volume (vph) 61 192 128 328 435 61 119 264 264 84 536 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 150 100 250 125 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.940 0.850 0.850 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1751 0 1770 1863 1583 1787 1881 1599 1778 1816 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1751 0 1770 1863 1583 1787 1881 1599 1778 1816 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 68 213 142 364 483 68 132 293 293 93 596 148 Shared Lane Traffic (%) Lane Group Flow (vph) 68 355 0 364 483 68 132 293 293 93 744 0 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 7 4 38152316 Permitted Phases 8 2 Detector Phase 7 4 38152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None Min None None Min Act Effct Green (s) 12.3 20.4 20.4 35.0 48.9 16.0 65.2 90.7 13.9 63.1 Actuated g/C Ratio 0.09 0.15 0.15 0.25 0.35 0.11 0.46 0.65 0.10 0.45 v/c Ratio 0.44 1.40 1.42 1.04 0.12 0.65 0.34 0.28 0.53 0.91 Control Delay 74.2 244.1 251.6 103.2 39.6 77.6 24.5 11.5 74.6 52.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build AM 2027 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 74.2 244.1 251.6 103.2 39.6 77.6 24.5 11.5 74.6 52.0 LOS EF FFDECBED Approach Delay 216.8 157.5 28.9 54.5 Approach LOS F F C D Queue Length 50th (ft) 61 ~441 ~455 ~530 45 117 164 107 83 620 Queue Length 95th (ft) 125 #769 #789 #987 100 215 247 171 158 838 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 150 100 250 125 Base Capacity (vph) 257 254 257 465 625 259 1161 1034 258 1121 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.26 1.40 1.42 1.04 0.11 0.51 0.25 0.28 0.36 0.66 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 140.3 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.42 Intersection Signal Delay: 104.5 Intersection LOS: F Intersection Capacity Utilization 95.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build AM 2027 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 26 5 517 81 14 Future Vol, veh/h 210 26 5 517 81 14 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 233 29 6 574 90 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 262 0 834 248 Stage 1 - - - - 248 - Stage 2 - - - - 586 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1302 - 338 791 Stage 1 - - - - 793 - Stage 2 - - - - 556 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1302 - 336 791 Mov Cap-2 Maneuver - - - - 336 - Stage 1 - - - - 793 - Stage 2 - - - - 552 - Approach EB WB NB HCM Control Delay, s 0 0.1 18.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 367 - - 1302 - HCM Lane V/C Ratio 0.288 - - 0.004 - HCM Control Delay (s) 18.7 - - 7.8 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.2 - - 0 - HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 23.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 105 338 970 33 35 264 Future Vol, veh/h 105 338 970 33 35 264 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 117 376 1078 37 39 293 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1115 0 - 0 1707 1097 Stage 1 - - - - 1097 - Stage 2 - - - - 610 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 626 - - - 100 ~ 259 Stage 1 - - - - 320 - Stage 2 - - - - 542 - Platoon blocked, % - - - Mov Cap-1 Maneuver 626 - - - 81 ~ 259 Mov Cap-2 Maneuver - - - - 81 - Stage 1 - - - - 260 - Stage 2 - - - - 542 - Approach EB WB SB HCM Control Delay, s 2.9 0 131.8 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 626 - - - 81 259 HCM Lane V/C Ratio 0.186 - - - 0.48 1.133 HCM Control Delay (s) 12.1 - - - 85.1 138 HCM Lane LOS B - - - F F HCM 95th %tile Q(veh) 0.7 - - - 2 12.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1175 22 5 442 25 11 Future Vol, veh/h 1175 22 5 442 25 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 1306 24 6 491 28 12 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 252 497 Stage 1 - - 0 0 Stage 2 - - 252 497 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 737 475 Stage 1 ---- Stage 2 - - 790 545 Platoon blocked, % - - Mov Cap-1 Maneuver - - 737 0 Mov Cap-2 Maneuver - - 737 0 Stage 1 - - - 0 Stage 2 - - 790 0 Approach NB SB HCM Control Delay, s 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 737 HCM Lane V/C Ratio - - 0.054 HCM Control Delay (s) - - 10.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 265 139 479 641 123 129 286 326 109 581 144 Future Volume (vph) 66 265 139 479 641 123 129 286 326 109 581 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 250 100 400 125 250 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.948 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1766 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1766 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 73 294 154 532 712 137 143 318 362 121 646 160 Shared Lane Traffic (%) Lane Group Flow (vph) 73 448 0 532 712 137 143 318 362 121 646 160 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Perm Protected Phases 7 4 38152316 Permitted Phases 8 2 6 Detector Phase 7 4 381523166 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 30.0 Recall Mode None None None None None None Min None None Min Min Act Effct Green (s) 12.1 20.3 20.3 35.1 49.9 16.0 52.6 78.0 14.8 51.4 49.4 Actuated g/C Ratio 0.09 0.16 0.16 0.27 0.39 0.12 0.41 0.61 0.12 0.40 0.38 v/c Ratio 0.44 1.61 1.90 1.40 0.22 0.64 0.41 0.37 0.59 0.86 0.26 Control Delay 67.1 323.0 448.4 227.8 33.0 69.9 28.3 14.0 68.7 47.6 27.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 67.1 323.0 448.4 227.8 33.0 69.9 28.3 14.0 68.7 47.6 27.6 LOS EF FFCECBEDC Approach Delay 287.2 293.4 29.2 46.9 Approach LOS F F C D Queue Length 50th (ft) 59 ~536 ~681 ~837 79 114 184 143 97 484 90 Queue Length 95th (ft) 123 #898 #1080 #1374 165 213 274 223 183 665 146 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 250 100 400 125 250 Base Capacity (vph) 280 279 280 508 682 283 1266 971 281 1259 1045 Starvation Cap Reductn 0 0 000000000 Spillback Cap Reductn 0 0 000000000 Storage Cap Reductn 0 0 000000000 Reduced v/c Ratio 0.26 1.61 1.90 1.40 0.20 0.51 0.25 0.37 0.43 0.51 0.15 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 128.4 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.90 Intersection Signal Delay: 170.4 Intersection LOS: F Intersection Capacity Utilization 103.4% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 78.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 281 92 16 726 277 49 Future Vol, veh/h 281 92 16 726 277 49 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 312 102 18 807 308 54 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 414 0 1206 363 Stage 1 - - - - 363 - Stage 2 - - - - 843 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1145 - ~ 203 682 Stage 1 - - - - 704 - Stage 2 - - - - 422 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1145 - ~ 197 682 Mov Cap-2 Maneuver - - - - ~ 197 - Stage 1 - - - - 704 - Stage 2 - - - - 410 - Approach EB WB NB HCM Control Delay, s 0 0.2 $ 345.9 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 221 - - 1145 - HCM Lane V/C Ratio 1.639 - - 0.016 - HCM Control Delay (s) $ 345.9 - - 8.2 0 HCM Lane LOS F - - A A HCM 95th %tile Q(veh) 23.4 - - 0 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build PM 2027 Future Build PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 7.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 409 424 68 33 149 Future Vol, veh/h 365 409 424 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 454 471 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 547 0 - 0 1775 509 Stage 1 - - - - 509 - Stage 2 - - - - 1266 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1022 - - - 91 564 Stage 1 - - - - 604 - Stage 2 - - - - 265 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1022 - - - 55 564 Mov Cap-2 Maneuver - - - - 55 - Stage 1 - - - - 364 - Stage 2 - - - - 265 - Approach EB WB SB HCM Control Delay, s 5.1 0 39.5 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1022 - - - 55 564 HCM Lane V/C Ratio 0.397 - - - 0.667 0.294 HCM Control Delay (s) 10.8 - - - 154.4 14 HCM Lane LOS B - - - F B HCM 95th %tile Q(veh) 1.9 - - - 2.7 1.2 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build PM 2027 Future Build PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 649 36 24 797 16 7 Future Vol, veh/h 649 36 24 797 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 721 40 27 886 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 470 913 Stage 1 - - 0 0 Stage 2 - - 470 913 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 552 273 Stage 1 ---- Stage 2 - - 629 352 Platoon blocked, % - - Mov Cap-1 Maneuver - - 552 0 Mov Cap-2 Maneuver - - 552 0 Stage 1 - - - 0 Stage 2 - - 629 0 Approach NB SB HCM Control Delay, s 0 11.8 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 552 HCM Lane V/C Ratio - - 0.046 HCM Control Delay (s) - - 11.8 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build PM 2027 Future Build PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 380 157 313 280 77 136 530 374 77 370 62 Future Volume (vph) 129 380 157 313 280 77 136 530 374 77 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 150 100 250 125 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.956 0.850 0.850 0.978 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1781 0 1770 1863 1583 1787 1881 1599 1778 1831 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1781 0 1770 1863 1583 1787 1881 1599 1778 1831 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 422 174 348 311 86 151 589 416 86 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 596 0 348 311 86 151 589 416 86 480 0 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 7 4 38152316 Permitted Phases 8 2 Detector Phase 7 4 38152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None Min None None Min Act Effct Green (s) 15.4 20.3 20.3 28.3 40.6 15.8 42.4 67.7 12.4 38.9 Actuated g/C Ratio 0.13 0.18 0.18 0.24 0.35 0.14 0.37 0.59 0.11 0.34 v/c Ratio 0.61 1.91 1.12 0.68 0.15 0.62 0.85 0.44 0.45 0.78 Control Delay 60.9 449.2 132.8 51.8 31.1 60.6 46.5 15.1 59.1 43.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build PM 2027 Future Build PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 60.9 449.2 132.8 51.8 31.1 60.6 46.5 15.1 59.1 43.8 LOS EF FDCEDBED Approach Delay 374.0 87.3 37.0 46.2 Approach LOS F F D D Queue Length 50th (ft) 100 ~670 ~293 208 43 105 393 160 60 317 Queue Length 95th (ft) 195 #1101 #608 #479 104 204 570 254 129 456 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 150 100 250 125 Base Capacity (vph) 310 312 310 455 664 313 1402 937 311 1365 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.46 1.91 1.12 0.68 0.13 0.48 0.42 0.44 0.28 0.35 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 115.6 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.91 Intersection Signal Delay: 128.0 Intersection LOS: F Intersection Capacity Utilization 96.5% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build PM 2027 Future Build PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 365 77 13 441 51 9 Future Vol, veh/h 365 77 13 441 51 9 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 86 14 490 57 10 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 492 0 967 449 Stage 1 - - - - 449 - Stage 2 - - - - 518 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1071 - 282 610 Stage 1 - - - - 643 - Stage 2 - - - - 598 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1071 - 277 610 Mov Cap-2 Maneuver - - - - 277 - Stage 1 - - - - 643 - Stage 2 - - - - 587 - Approach EB WB NB HCM Control Delay, s 0 0.2 20.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 302 - - 1071 - HCM Lane V/C Ratio 0.221 - - 0.013 - HCM Control Delay (s) 20.3 - - 8.4 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.8 - - 0 - HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build PM 2035 Future Build PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 20.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 816 667 68 33 149 Future Vol, veh/h 365 816 667 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 907 741 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 817 0 - 0 2498 779 Stage 1 - - - - 779 - Stage 2 - - - - 1719 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 811 - - - ~ 32 396 Stage 1 - - - - 452 - Stage 2 - - - - 159 - Platoon blocked, % - - - Mov Cap-1 Maneuver 811 - - - ~ 16 396 Mov Cap-2 Maneuver - - - - ~ 16 - Stage 1 - - - - 226 - Stage 2 - - - - 159 - Approach EB WB SB HCM Control Delay, s 4.3 0 213.2 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 811 - - - 16 396 HCM Lane V/C Ratio 0.5 - - - 2.292 0.418 HCM Control Delay (s) 13.8 - - -$ 1083.2 20.5 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 2.8 - - - 5.2 2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build PM 2035 Future Build PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 892 36 24 1204 16 7 Future Vol, veh/h 892 36 24 1204 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 991 40 27 1338 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 696 1365 Stage 1 - - 0 0 Stage 2 - - 696 1365 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 408 147 Stage 1 ---- Stage 2 - - 495 215 Platoon blocked, % - - Mov Cap-1 Maneuver - - 408 0 Mov Cap-2 Maneuver - - 408 0 Stage 1 - - - 0 Stage 2 - - 495 0 Approach NB SB HCM Control Delay, s 0 14.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 408 HCM Lane V/C Ratio - - 0.063 HCM Control Delay (s) - - 14.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build PM 2035 Future Build PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 576 157 400 398 117 136 530 518 142 370 62 Future Volume (vph) 129 576 157 400 398 117 136 530 518 142 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 300 250 100 400 125 250 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.968 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1803 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1803 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 640 174 444 442 130 151 589 576 158 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 814 0 444 442 130 151 589 576 158 411 69 Turn Type Prot NA Prot NA pm+ov Prot NA pm+ov Prot NA Perm Protected Phases 7 4 38152316 Permitted Phases 8 2 6 Detector Phase 7 4 381523166 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 30.0 Recall Mode None None None None None None Min None None Min Min Act Effct Green (s) 15.7 20.2 20.2 27.9 44.5 16.2 44.3 69.6 16.6 44.8 42.8 Actuated g/C Ratio 0.13 0.17 0.17 0.23 0.37 0.13 0.36 0.57 0.14 0.37 0.35 v/c Ratio 0.63 2.72 1.51 1.04 0.22 0.64 0.86 0.63 0.65 0.60 0.12 Control Delay 65.0 803.6 281.6 100.5 31.6 64.8 49.2 21.1 64.9 34.9 26.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build PM 2035 Future Build PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 65.0 803.6 281.6 100.5 31.6 64.8 49.2 21.1 64.9 34.9 26.9 LOS E F F F C E D C E C C Approach Delay 693.2 170.8 38.7 41.4 Approach LOS F F D D Queue Length 50th (ft) 108 ~1092 ~490 ~388 71 114 426 291 119 258 36 Queue Length 95th (ft) 199 #1557 #821 #767 149 209 589 422 217 372 71 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 300 250 100 400 125 250 Base Capacity (vph) 294 299 294 426 625 297 1330 914 295 1323 1098 Starvation Cap Reductn 0 0 000000000 Spillback Cap Reductn 0 0 000000000 Storage Cap Reductn 0 0 000000000 Reduced v/c Ratio 0.49 2.72 1.51 1.04 0.21 0.51 0.44 0.63 0.54 0.31 0.06 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 121.7 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 2.72 Intersection Signal Delay: 232.8 Intersection LOS: F Intersection Capacity Utilization 113.6% ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build PM 2035 Future Build PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 60.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 553 296 52 551 184 33 Future Vol, veh/h 553 296 52 551 184 33 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 614 329 58 612 204 37 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 943 0 1507 779 Stage 1 - - - - 779 - Stage 2 - - - - 728 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 727 - ~ 133 396 Stage 1 - - - - 452 - Stage 2 - - - - 478 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 727 - ~ 117 396 Mov Cap-2 Maneuver - - - - ~ 117 - Stage 1 - - - - 452 - Stage 2 - - - - 420 - Approach EB WB NB HCM Control Delay, s 0 0.9 $ 463.5 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 131 - - 727 - HCM Lane V/C Ratio 1.841 - - 0.079 - HCM Control Delay (s) $ 463.5 - - 10.4 0 HCM Lane LOS F - - B A HCM 95th %tile Q(veh) 18.6 - - 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 10/5/2023 212010 Avenue One Future Build Conditions with Improvements Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 99 203 568 30 33 249 Future Volume (vph) 99 203 568 30 33 249 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1850 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1850 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 300 2940 Travel Time (s) 47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 110 226 631 33 37 277 Shared Lane Traffic (%) Lane Group Flow (vph) 110 226 664 0 37 277 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 6.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 99 203 568 30 33 249 Future Vol, veh/h 99 203 568 30 33 249 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 110 226 631 33 37 277 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 664 0 - 0 1094 648 Stage 1 - - - - 648 - Stage 2 - - - - 446 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 925 - - - 237 470 Stage 1 - - - - 521 - Stage 2 - - - - 645 - Platoon blocked, % - - - Mov Cap-1 Maneuver 925 - - - 209 470 Mov Cap-2 Maneuver - - - - 209 - Stage 1 - - - - 459 - Stage 2 - - - - 645 - Approach EB WB SB HCM Control Delay, s 3.1 0 23.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 925 - - - 209 470 HCM Lane V/C Ratio 0.119 - - - 0.175 0.589 HCM Control Delay (s) 9.4 - - - 25.9 23 HCM Lane LOS A - - - D C HCM 95th %tile Q(veh) 0.4 - - - 0.6 3.7 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 762 20 5 301 23 10 Future Volume (vph) 762 20 5 301 23 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.867 Flt Protected 0.954 0.966 Satd. Flow (prot) 1772 0 1615 0 0 1799 Flt Permitted 0.954 0.966 Satd. Flow (perm) 1772 0 1615 0 0 1799 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 847 22 6 334 26 11 Shared Lane Traffic (%) Lane Group Flow (vph) 869 0 340 0 0 37 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 762 20 5 301 23 10 Future Vol, veh/h 762 20 5 301 23 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 847 22 6 334 26 11 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 173 340 Stage 1 - - 0 0 Stage 2 - - 173 340 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 817 582 Stage 1 ---- Stage 2 - - 857 639 Platoon blocked, % - - Mov Cap-1 Maneuver - - 817 0 Mov Cap-2 Maneuver - - 817 0 Stage 1 - - - 0 Stage 2 - - 857 0 Approach NB SB HCM Control Delay, s 0 9.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 817 HCM Lane V/C Ratio - - 0.045 HCM Control Delay (s) - - 9.6 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 61 192 128 328 435 61 119 264 264 84 536 133 Future Volume (vph) 61 192 128 328 435 61 119 264 264 84 536 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 100 300 150 100 250 125 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1816 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1816 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 68 213 142 364 483 68 132 293 293 93 596 148 Shared Lane Traffic (%) Lane Group Flow (vph) 68 213 142 364 483 68 132 293 293 93 744 0 Turn Type Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 74538152316 Permitted Phases 4 8 2 Detector Phase 74538152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 14.0 26.0 19.0 42.0 54.0 21.0 19.0 76.0 42.0 21.0 78.0 Total Split (%) 8.5% 15.8% 11.5% 25.5% 32.7% 12.7% 11.5% 46.1% 25.5% 12.7% 47.3% Maximum Green (s) 7.0 19.0 12.0 35.0 50.0 14.0 12.0 69.0 35.0 14.0 71.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 9.1 20.5 37.4 35.3 49.7 63.4 13.9 68.2 108.6 13.6 68.0 Actuated g/C Ratio 0.06 0.13 0.24 0.22 0.31 0.40 0.09 0.43 0.69 0.09 0.43 v/c Ratio 0.67 0.88 0.38 0.92 0.82 0.11 0.84 0.36 0.27 0.61 0.95 Control Delay 105.3 102.2 55.8 89.3 63.5 30.5 110.9 32.3 10.3 88.1 65.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 105.3 102.2 55.8 89.3 63.5 30.5 110.9 32.3 10.3 88.1 65.8 LOS FFEFECFCBFE Approach Delay 87.1 71.3 37.8 68.3 Approach LOS F E D E Queue Length 50th (ft) 74 230 131 388 485 45 144 210 112 98 753 Queue Length 95th (ft) #156 #390 205 #585 637 81 #273 294 161 163 #1023 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 300 150 100 250 125 Base Capacity (vph) 101 249 376 417 618 660 159 854 1120 181 845 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.67 0.86 0.38 0.87 0.78 0.10 0.83 0.34 0.26 0.51 0.88 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 157.8 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 64.4 Intersection LOS: E Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 210 26 5 517 81 14 Future Volume (vph) 210 26 5 517 81 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.980 Flt Protected 0.999 0.959 Satd. Flow (prot) 1863 1583 0 1861 1751 0 Flt Permitted 0.999 0.959 Satd. Flow (perm) 1863 1583 0 1861 1751 0 Link Speed (mph) 55 55 30 Link Distance (ft) 300 13509 1562 Travel Time (s) 3.7 167.5 35.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 233 29 6 574 90 16 Shared Lane Traffic (%) Lane Group Flow (vph) 233 29 0 580 106 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 26 5 517 81 14 Future Vol, veh/h 210 26 5 517 81 14 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 233 29 6 574 90 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 262 0 819 233 Stage 1 - - - - 233 - Stage 2 - - - - 586 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1302 - 345 806 Stage 1 - - - - 806 - Stage 2 - - - - 556 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1302 - 343 806 Mov Cap-2 Maneuver - - - - 343 - Stage 1 - - - - 806 - Stage 2 - - - - 552 - Approach EB WB NB HCM Control Delay, s 0 0.1 18.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 375 - - 1302 - HCM Lane V/C Ratio 0.281 - - 0.004 - HCM Control Delay (s) 18.3 - - 7.8 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.1 - - 0 - Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 105 338 970 33 35 264 Future Volume (vph) 105 338 970 33 35 264 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1855 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1855 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 302 2940 Travel Time (s) 47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 117 376 1078 37 39 293 Shared Lane Traffic (%) Lane Group Flow (vph) 117 376 1115 0 39 293 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 76.1% ICU Level of Service D Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 23.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 105 338 970 33 35 264 Future Vol, veh/h 105 338 970 33 35 264 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 117 376 1078 37 39 293 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1115 0 - 0 1707 1097 Stage 1 - - - - 1097 - Stage 2 - - - - 610 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 626 - - - 100 ~ 259 Stage 1 - - - - 320 - Stage 2 - - - - 542 - Platoon blocked, % - - - Mov Cap-1 Maneuver 626 - - - 81 ~ 259 Mov Cap-2 Maneuver - - - - 81 - Stage 1 - - - - 260 - Stage 2 - - - - 542 - Approach EB WB SB HCM Control Delay, s 2.9 0 131.8 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 626 - - - 81 259 HCM Lane V/C Ratio 0.186 - - - 0.48 1.133 HCM Control Delay (s) 12.1 - - - 85.1 138 HCM Lane LOS B - - - F F HCM 95th %tile Q(veh) 0.7 - - - 2 12.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 1175 22 5 442 25 11 Future Volume (vph) 1175 22 5 442 25 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.867 Flt Protected 0.953 0.966 Satd. Flow (prot) 1772 0 1615 0 0 1799 Flt Permitted 0.953 0.966 Satd. Flow (perm) 1772 0 1615 0 0 1799 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1306 24 6 491 28 12 Shared Lane Traffic (%) Lane Group Flow (vph) 1330 0 497 0 0 40 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 100.7% ICU Level of Service G Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1175 22 5 442 25 11 Future Vol, veh/h 1175 22 5 442 25 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 1306 24 6 491 28 12 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 252 497 Stage 1 - - 0 0 Stage 2 - - 252 497 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 737 475 Stage 1 ---- Stage 2 - - 790 545 Platoon blocked, % - - Mov Cap-1 Maneuver - - 737 0 Mov Cap-2 Maneuver - - 737 0 Stage 1 - - - 0 Stage 2 - - 790 0 Approach NB SB HCM Control Delay, s 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 737 HCM Lane V/C Ratio - - 0.054 HCM Control Delay (s) - - 10.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 265 139 479 641 123 129 286 326 109 581 144 Future Volume (vph) 66 265 139 479 641 123 129 286 326 109 581 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 100 300 250 100 400 125 250 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 73 294 154 532 712 137 143 318 362 121 646 160 Shared Lane Traffic (%) Lane Group Flow (vph) 73 294 154 532 712 137 143 318 362 121 646 160 Turn Type Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Protected Phases 745381523167 Permitted Phases 4826 Detector Phase 745381523167 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 7.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 14.0 Total Split (s) 14.0 31.0 18.0 54.0 71.0 25.0 18.0 55.0 54.0 25.0 62.0 14.0 Total Split (%) 8.5% 18.8% 10.9% 32.7% 43.0% 15.2% 10.9% 33.3% 32.7% 15.2% 37.6% 8.5% Maximum Green (s) 7.0 24.0 11.0 47.0 67.0 18.0 11.0 48.0 47.0 18.0 55.0 7.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 2.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 0.2 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 0.0 Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 9.0 26.0 42.0 49.0 69.0 85.8 13.0 53.2 107.2 16.8 57.0 69.0 Actuated g/C Ratio 0.05 0.16 0.25 0.30 0.42 0.52 0.08 0.32 0.65 0.10 0.35 0.42 v/c Ratio 0.76 1.00 0.38 1.01 0.91 0.17 1.02 0.52 0.35 0.67 1.00 0.24 Control Delay 118.5 120.9 54.2 98.8 62.5 20.9 153.3 50.2 14.7 89.0 88.4 32.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 118.5 120.9 54.2 98.8 62.5 20.9 153.3 50.2 14.7 89.0 88.4 32.3 LOS FFDFECFDBFFC Approach Delay 100.8 72.4 52.5 78.8 Approach LOS F E D E Queue Length 50th (ft) 79 ~323 139 ~591 721 75 ~162 283 171 128 699 111 Queue Length 95th (ft) #172 #528 212 #839 #974 114 #317 397 245 199 #970 169 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 300 250 100 400 125 250 Base Capacity (vph) 96 293 402 525 779 853 140 606 1038 215 646 665 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.76 1.00 0.38 1.01 0.91 0.16 1.02 0.52 0.35 0.56 1.00 0.24 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 165 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 73.6 Intersection LOS: E Intersection Capacity Utilization 94.9% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 281 92 16 726 277 49 Future Volume (vph) 281 92 16 726 277 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1583 1770 1863 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1863 1583 1770 1863 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 302 13817 1151 Travel Time (s) 3.7 171.3 26.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 312 102 18 807 308 54 Shared Lane Traffic (%) Lane Group Flow (vph) 312 102 18 807 308 54 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 50.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 281 92 16 726 277 49 Future Vol, veh/h 281 92 16 726 277 49 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 100 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 312 102 18 807 308 54 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 414 0 1155 312 Stage 1 - - - - 312 - Stage 2 - - - - 843 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1145 - ~ 218 728 Stage 1 - - - - 742 - Stage 2 - - - - 422 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1145 - ~ 215 728 Mov Cap-2 Maneuver - - - - ~ 215 - Stage 1 - - - - 742 - Stage 2 - - - - 415 - Approach EB WB NB HCM Control Delay, s 0 0.2 223.3 HCM LOS F Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 215 728 - - 1145 - HCM Lane V/C Ratio 1.432 0.075 - - 0.016 - HCM Control Delay (s) 261 10.3 - - 8.2 - HCM Lane LOS F B - - A - HCM 95th %tile Q(veh) 18 0.2 - - 0 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 365 409 424 68 33 149 Future Volume (vph) 365 409 424 68 33 149 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1827 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1827 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 300 2940 Travel Time (s) 47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 406 454 471 76 37 166 Shared Lane Traffic (%) Lane Group Flow (vph) 406 454 547 0 37 166 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.0% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 7.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 409 424 68 33 149 Future Vol, veh/h 365 409 424 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 454 471 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 547 0 - 0 1775 509 Stage 1 - - - - 509 - Stage 2 - - - - 1266 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1022 - - - 91 564 Stage 1 - - - - 604 - Stage 2 - - - - 265 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1022 - - - 55 564 Mov Cap-2 Maneuver - - - - 55 - Stage 1 - - - - 364 - Stage 2 - - - - 265 - Approach EB WB SB HCM Control Delay, s 5.1 0 39.5 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1022 - - - 55 564 HCM Lane V/C Ratio 0.397 - - - 0.667 0.294 HCM Control Delay (s) 10.8 - - - 154.4 14 HCM Lane LOS B - - - F B HCM 95th %tile Q(veh) 1.9 - - - 2.7 1.2 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 649 36 24 797 16 7 Future Volume (vph) 649 36 24 797 16 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.869 Flt Protected 0.955 0.967 Satd. Flow (prot) 1766 0 1619 0 0 1801 Flt Permitted 0.955 0.967 Satd. Flow (perm) 1766 0 1619 0 0 1801 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 721 40 27 886 18 8 Shared Lane Traffic (%) Lane Group Flow (vph) 761 0 913 0 0 26 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 95.4% ICU Level of Service F Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 649 36 24 797 16 7 Future Vol, veh/h 649 36 24 797 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 721 40 27 886 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 470 913 Stage 1 - - 0 0 Stage 2 - - 470 913 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 552 273 Stage 1 ---- Stage 2 - - 629 352 Platoon blocked, % - - Mov Cap-1 Maneuver - - 552 0 Mov Cap-2 Maneuver - - 552 0 Stage 1 - - - 0 Stage 2 - - 629 0 Approach NB SB HCM Control Delay, s 0 11.8 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 552 HCM Lane V/C Ratio - - 0.046 HCM Control Delay (s) - - 11.8 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 380 157 313 280 77 136 530 374 77 370 62 Future Volume (vph) 129 380 157 313 280 77 136 530 374 77 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 100 300 150 100 250 125 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.978 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1831 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1831 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 422 174 348 311 86 151 589 416 86 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 422 174 348 311 86 151 589 416 86 480 0 Turn Type Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Prot NA Protected Phases 74538152316 Permitted Phases 4 8 2 Detector Phase 74538152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 27.0 46.0 21.0 41.0 60.0 14.0 21.0 64.0 41.0 14.0 57.0 Total Split (%) 16.4% 27.9% 12.7% 24.8% 36.4% 8.5% 12.7% 38.8% 24.8% 8.5% 34.5% Maximum Green (s) 20.0 39.0 14.0 34.0 56.0 7.0 14.0 57.0 34.0 7.0 50.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 18.2 38.5 57.3 33.9 57.3 66.5 15.7 52.8 91.7 9.1 46.2 Actuated g/C Ratio 0.12 0.25 0.37 0.22 0.37 0.43 0.10 0.34 0.59 0.06 0.30 v/c Ratio 0.69 0.91 0.30 0.90 0.45 0.13 0.83 0.92 0.44 0.83 0.88 Control Delay 84.7 81.6 37.6 85.6 40.9 29.6 103.8 69.6 19.0 123.3 70.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 84.7 81.6 37.6 85.6 40.9 29.6 103.8 69.6 19.0 123.3 70.2 LOS F F D F D C F E B F E Approach Delay 71.9 60.5 55.9 78.2 Approach LOS EEEE Queue Length 50th (ft) 150 445 134 368 254 56 163 596 230 94 484 Queue Length 95th (ft) 229 #650 202 #557 360 99 #301 #809 312 #207 #646 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 300 150 100 250 125 Base Capacity (vph) 255 500 591 417 722 680 187 727 975 104 624 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.56 0.84 0.29 0.83 0.43 0.13 0.81 0.81 0.43 0.83 0.77 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 154.6 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 64.6 Intersection LOS: E Intersection Capacity Utilization 86.9% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 365 77 13 441 51 9 Future Volume (vph) 365 77 13 441 51 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.980 Flt Protected 0.999 0.959 Satd. Flow (prot) 1863 1583 0 1861 1751 0 Flt Permitted 0.999 0.959 Satd. Flow (perm) 1863 1583 0 1861 1751 0 Link Speed (mph) 55 55 30 Link Distance (ft) 300 14077 1067 Travel Time (s) 3.7 174.5 24.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 406 86 14 490 57 10 Shared Lane Traffic (%) Lane Group Flow (vph) 406 86 0 504 67 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 365 77 13 441 51 9 Future Vol, veh/h 365 77 13 441 51 9 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 86 14 490 57 10 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 492 0 924 406 Stage 1 - - - - 406 - Stage 2 - - - - 518 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1071 - 299 645 Stage 1 - - - - 673 - Stage 2 - - - - 598 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1071 - 294 645 Mov Cap-2 Maneuver - - - - 294 - Stage 1 - - - - 673 - Stage 2 - - - - 587 - Approach EB WB NB HCM Control Delay, s 0 0.2 19.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 320 - - 1071 - HCM Lane V/C Ratio 0.208 - - 0.013 - HCM Control Delay (s) 19.2 - - 8.4 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.8 - - 0 - Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 365 816 667 68 33 149 Future Volume (vph) 365 816 667 68 33 149 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)1770 1863 1839 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm)1770 1863 1839 0 1770 1583 Link Speed (mph)55 55 55 Link Distance (ft)3830 297 2940 Travel Time (s)47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)406 907 741 76 37 166 Shared Lane Traffic (%) Lane Group Flow (vph) 406 907 817 0 37 166 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Intersection Int Delay, s/veh 20.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 816 667 68 33 149 Future Vol, veh/h 365 816 667 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 907 741 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 817 0 - 0 2498 779 Stage 1 - - - - 779 - Stage 2 - - - - 1719 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 811 - - - ~ 32 396 Stage 1 - - - - 452 - Stage 2 - - - - 159 - Platoon blocked, % - - - Mov Cap-1 Maneuver 811 - - - ~ 16 396 Mov Cap-2 Maneuver - - - - ~ 16 - Stage 1 - - - - 226 - Stage 2 - - - - 159 - Approach EB WB SB HCM Control Delay, s 4.3 0 213.2 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h)811 - - - 16 396 HCM Lane V/C Ratio 0.5 - - - 2.292 0.418 HCM Control Delay (s) 13.8 - - -$ 1083.2 20.5 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 2.8 - - - 5.2 2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 892 36 24 1204 16 7 Future Volume (vph) 892 36 24 1204 16 7 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.995 0.868 Flt Protected 0.954 0.967 Satd. Flow (prot)1768 0 1617 0 0 1801 Flt Permitted 0.954 0.967 Satd. Flow (perm)1768 0 1617 0 0 1801 Link Speed (mph)55 55 55 Link Distance (ft)3830 1311 3130 Travel Time (s)47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)991 40 27 1338 18 8 Shared Lane Traffic (%) Lane Group Flow (vph) 1031 0 1365 0 0 26 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 134.1%ICU Level of Service H Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 892 36 24 1204 16 7 Future Vol, veh/h 892 36 24 1204 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 991 40 27 1338 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 696 1365 Stage 1 - - 0 0 Stage 2 - - 696 1365 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 408 147 Stage 1 ---- Stage 2 - - 495 215 Platoon blocked, %- - Mov Cap-1 Maneuver - - 408 0 Mov Cap-2 Maneuver - - 408 0 Stage 1 - - - 0 Stage 2 - - 495 0 Approach NB SB HCM Control Delay, s 0 14.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h)- - 408 HCM Lane V/C Ratio - - 0.063 HCM Control Delay (s) - - 14.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 576 157 400 398 117 136 530 518 142 370 62 Future Volume (vph) 129 576 157 400 398 117 136 530 518 142 370 62 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%)0%0%-2%-1% Storage Length (ft)50 100 300 250 100 400 125 250 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft)100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot)1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm)1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft)3871 1311 2156 4748 Travel Time (s)48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)143 640 174 444 442 130 151 589 576 158 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 640 174 444 442 130 151 589 576 158 411 69 Turn Type Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Prot NA pm+ov Protected Phases 745381523167 Permitted Phases 4826 Detector Phase 745381523167 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 7.0 Minimum Split (s)14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 14.0 Total Split (s)27.0 54.0 19.0 41.0 68.0 17.0 19.0 53.0 41.0 17.0 51.0 27.0 Total Split (%)16.4% 32.7% 11.5% 24.8% 41.2% 10.3% 11.5% 32.1% 24.8% 10.3% 30.9% 16.4% Maximum Green (s) 20.0 47.0 12.0 34.0 64.0 10.0 12.0 46.0 34.0 10.0 44.0 20.0 Yellow Time (s)5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 2.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 0.2 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 0.0 Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 18.7 49.0 66.0 36.0 69.3 81.3 14.0 48.0 89.0 12.0 46.0 67.7 Actuated g/C Ratio 0.11 0.30 0.40 0.22 0.42 0.49 0.08 0.29 0.54 0.07 0.28 0.41 v/c Ratio 0.71 1.16 0.27 1.15 0.57 0.17 1.00 1.08 0.67 1.22 0.79 0.11 Control Delay 89.6 139.7 34.9 148.5 40.6 24.6 146.0 114.5 32.2 210.8 67.2 29.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 89.6 139.7 34.9 148.5 40.6 24.6 146.0 114.5 32.2 210.8 67.2 29.6 LOS FFCFDCFFCFEC Approach Delay 113.1 85.7 82.1 98.7 Approach LOS FFFF Queue Length 50th (ft) 151 ~813 126 ~561 365 77 166 ~706 438 ~209 413 45 Queue Length 95th (ft) 229 #1061 190 #787 497 126 #325 #949 582 #370 550 79 Internal Link Dist (ft)3791 1231 2076 4668 Turn Bay Length (ft)50 100 300 250 100 400 125 250 Base Capacity (vph) 236 553 633 386 782 779 151 547 862 129 521 684 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.61 1.16 0.27 1.15 0.57 0.17 1.00 1.08 0.67 1.22 0.79 0.10 Intersection Summary Area Type:Other Cycle Length: 165 Actuated Cycle Length: 165 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.22 Intersection Signal Delay: 93.3 Intersection LOS: F Intersection Capacity Utilization 104.1% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 553 296 52 551 184 33 Future Volume (vph) 553 296 52 551 184 33 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)0 100 0 0 Storage Lanes 1 1 1 1 Taper Length (ft)100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot)1863 1583 1770 1863 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm)1863 1583 1770 1863 1770 1583 Link Speed (mph)55 55 30 Link Distance (ft)297 13936 1157 Travel Time (s)3.7 172.8 26.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)614 329 58 612 204 37 Shared Lane Traffic (%) Lane Group Flow (vph) 614 329 58 612 204 37 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build PM with Improvements Synchro 10 Report2035 Future Build PM with Improvements Davenport Intersection Int Delay, s/veh 26.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 553 296 52 551 184 33 Future Vol, veh/h 553 296 52 551 184 33 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 100 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 614 329 58 612 204 37 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 943 0 1342 614 Stage 1 - - - - 614 - Stage 2 - - - - 728 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 727 - ~ 168 492 Stage 1 - - - - 540 - Stage 2 - - - - 478 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 727 - ~ 155 492 Mov Cap-2 Maneuver - - - - ~ 155 - Stage 1 - - - - 540 - Stage 2 - - - - 440 - Approach EB WB NB HCM Control Delay, s 0 0.9 203.4 HCM LOS F Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h)155 492 - - 727 - HCM Lane V/C Ratio 1.319 0.075 - - 0.079 - HCM Control Delay (s) 237.6 12.9 - - 10.4 - HCM Lane LOS F B - - B - HCM 95th %tile Q(veh) 12.4 0.2 - - 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 10/6/2023 212010 Avenue One Alternate Phasing Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2027 FNB AM (AP) 2027 FNB AM (AP)Synchro 11 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 99 177 487 30 33 249 Future Volume (vph) 99 177 487 30 33 249 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.992 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1848 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1848 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 14540 2940 Travel Time (s) 47.5 180.2 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 110 197 541 33 37 277 Shared Lane Traffic (%) Lane Group Flow (vph) 110 197 574 0 37 277 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2027 FNB AM (AP) 2027 FNB AM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 5.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 99 177 487 30 33 249 Future Vol, veh/h 99 177 487 30 33 249 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 110 197 541 33 37 277 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 574 0 - 0 975 558 Stage 1 - - - - 558 - Stage 2 - - - - 417 - Critical Hdwy 4.12---6.426.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 999 - - - 279 529 Stage 1 - - - - 573 - Stage 2 - - - - 665 - Platoon blocked, % - - - Mov Cap-1 Maneuver 999 - - - 248 529 Mov Cap-2 Maneuver - - - - 248 - Stage 1 - - - - 510 - Stage 2 - - - - 665 - Approach EB WB SB HCM Control Delay, s 3.2 0 19.4 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 999 - - - 248 529 HCM Lane V/C Ratio 0.11 - - - 0.148 0.523 HCM Control Delay (s) 9 - - - 22 19 HCM Lane LOS A - - - C C HCM 95th %tile Q(veh) 0.4 - - - 0.5 3 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 FNB AM (AP) 2027 FNB AM (AP)Synchro 11 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 681 20 5 275 23 10 Future Volume (vph) 681 20 5 275 23 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.868 Flt Protected 0.954 0.966 Satd. Flow (prot) 1770 0 1617 0 0 1799 Flt Permitted 0.954 0.966 Satd. Flow (perm) 1770 0 1617 0 0 1799 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 757 22 6 306 26 11 Shared Lane Traffic (%) Lane Group Flow (vph) 779 0 312 0 0 37 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 FNB AM (AP) 2027 FNB AM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 681 20 5 275 23 10 Future Vol, veh/h 681 20 5 275 23 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 757 22 6 306 26 11 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 159 312 Stage 1 - - 0 0 Stage 2 - - 159 312 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 832 603 Stage 1 ---- Stage 2 - - 870 658 Platoon blocked, % - - Mov Cap-1 Maneuver - - 832 0 Mov Cap-2 Maneuver - - 832 0 Stage 1 - - - 0 Stage 2 - - 870 0 Approach NB SB HCM Control Delay, s 0 9.5 HCM LOS A Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 832 HCM Lane V/C Ratio - - 0.044 HCM Control Delay (s) - - 9.5 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2027 FNB AM (AP) Synchro 11 Report Davenport Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 61 180 128 299 397 47 119 264 255 79 536 133 Future Volume (vph) 61 180 128 299 397 47 119 264 255 79 536 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 550 150 100 250 125 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.938 0.850 0.850 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1747 0 1770 1863 1583 1787 1881 1599 1778 1816 0 Flt Permitted 0.181 0.133 0.062 0.538 Satd. Flow (perm) 337 1747 0 248 1863 1583 117 1881 1599 1007 1816 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 68 200 142 332 441 52 132 293 283 88 596 148 Shared Lane Traffic (%) Lane Group Flow (vph) 68 342 0 332 441 52 132 293 283 88 744 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 11111011 Detector Template Thru Thru Thru Leading Detector (ft) 40 40 40 40 40 60 306 0 60 306 Trailing Detector (ft) 0 0 000030000300 Detector 1 Position(ft) 0 0 000030000300 Detector 1 Size(ft) 40 40 40 40 40 60 6 40 60 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 15.0 0.0 15.0 0.0 15.0 15.0 0.0 15.0 15.0 0.0 Detector 2 Position(ft) 0 Detector 2 Size(ft) 6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type pm+pt NA pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA Protected Phases 74 38152316 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2027 FNB AM (AP) Synchro 11 Report Davenport Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 8 2 2 6 Detector Phase 74 38152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None Min None None Min Act Effct Green (s) 31.2 20.4 45.9 36.5 46.3 77.8 64.3 89.8 69.5 59.7 Actuated g/C Ratio 0.23 0.15 0.34 0.27 0.34 0.58 0.48 0.66 0.51 0.44 v/c Ratio 0.35 1.30 1.06 0.88 0.10 0.54 0.33 0.27 0.15 0.93 Control Delay 42.8 205.0 108.2 69.3 40.8 32.2 22.1 9.5 12.3 54.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.8 205.0 108.2 69.3 40.8 32.2 22.1 9.5 12.3 54.4 LOS DF FEDCCABD Approach Delay 178.1 83.1 19.0 49.9 Approach LOS F F B D Queue Length 50th (ft) 41 ~381 ~276 381 32 56 153 91 32 601 Queue Length 95th (ft) 100 #737 #629 #852 84 133 218 135 53 838 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 550 150 100 250 125 Base Capacity (vph) 317 263 313 501 664 320 1223 1061 696 1162 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.21 1.30 1.06 0.88 0.08 0.41 0.24 0.27 0.13 0.64 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 135.3 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.30 Intersection Signal Delay: 70.8 Intersection LOS: E Intersection Capacity Utilization 93.4% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2027 FNB AM (AP) Synchro 11 Report Davenport Page 3 Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 10/02/2023 2035 FNB AM (AP)Synchro 11 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 105 246 693 33 35 264 Future Volume (vph) 105 246 693 33 35 264 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.994 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1852 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1852 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 14540 2940 Travel Time (s) 47.5 180.2 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 117 273 770 37 39 293 Shared Lane Traffic (%) Lane Group Flow (vph) 117 273 807 0 39 293 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 61.5% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 10/02/2023 2035 FNB AM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 8.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 105 246 693 33 35 264 Future Vol, veh/h 105 246 693 33 35 264 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 117 273 770 37 39 293 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 807 0 - 0 1296 789 Stage 1 - - - - 789 - Stage 2 - - - - 507 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 818 - - - 179 391 Stage 1 - - - - 448 - Stage 2 - - - - 605 - Platoon blocked, % - - - Mov Cap-1 Maneuver 818 - - - 153 391 Mov Cap-2 Maneuver - - - - 153 - Stage 1 - - - - 384 - Stage 2 - - - - 605 - Approach EB WB SB HCM Control Delay, s 3 0 37.1 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 818 - - - 153 391 HCM Lane V/C Ratio 0.143 - - - 0.254 0.75 HCM Control Delay (s) 10.1 - - - 36.4 37.2 HCM Lane LOS B - - - E E HCM 95th %tile Q(veh) 0.5 - - - 1 6 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 10/02/2023 2035 FNB AM (AP)Synchro 11 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 898 22 5 350 25 11 Future Volume (vph) 898 22 5 350 25 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.867 Flt Protected 0.953 0.966 Satd. Flow (prot) 1770 0 1615 0 0 1799 Flt Permitted 0.953 0.966 Satd. Flow (perm) 1770 0 1615 0 0 1799 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 998 24 6 389 28 12 Shared Lane Traffic (%) Lane Group Flow (vph) 1022 0 395 0 0 40 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 10/02/2023 2035 FNB AM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 898 22 5 350 25 11 Future Vol, veh/h 898 22 5 350 25 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 998 24 6 389 28 12 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 201 395 Stage 1 - - 0 0 Stage 2 - - 201 395 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 788 542 Stage 1 ---- Stage 2 - - 833 605 Platoon blocked, % - - Mov Cap-1 Maneuver - - 788 0 Mov Cap-2 Maneuver - - 788 0 Stage 1 - - - 0 Stage 2 - - 833 0 Approach NB SB HCM Control Delay, s 0 9.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 788 HCM Lane V/C Ratio - - 0.051 HCM Control Delay (s) - - 9.8 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 FNB AM (AP) Synchro 11 Report Davenport Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 222 139 381 511 74 129 286 294 93 581 144 Future Volume (vph) 66 222 139 381 511 74 129 286 294 93 581 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 550 250 100 400 125 250 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.942 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1755 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.182 0.133 0.083 0.490 Satd. Flow (perm) 339 1755 0 248 1863 1583 156 1881 1599 917 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 73 247 154 423 568 82 143 318 327 103 646 160 Shared Lane Traffic (%) Lane Group Flow (vph) 73 401 0 423 568 82 143 318 327 103 646 160 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 111110111 Detector Template Thru Thru Right Leading Detector (ft) 40 40 40 40 40 60 306 0 60 306 40 Trailing Detector (ft) 0 0 0000300003000 Detector 1 Position(ft) 0 0 0000300003000 Detector 1 Size(ft) 40 40 40 40 40 60 6 40 60 6 40 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 15.0 0.0 15.0 0.0 15.0 15.0 0.0 15.0 15.0 0.0 0.0 Detector 2 Position(ft) 0 Detector 2 Size(ft) 6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type pm+pt NA pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA Perm Protected Phases 7 4 38152316 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 FNB AM (AP) Synchro 11 Report Davenport Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 8 8 2 2 6 6 Detector Phase 7 4 381523166 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 21.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 30.0 Recall Mode None None None None None None Min None None Min Min Act Effct Green (s) 30.9 20.3 45.7 36.5 46.6 65.6 52.1 77.4 58.1 48.0 46.0 Actuated g/C Ratio 0.25 0.16 0.37 0.30 0.38 0.53 0.42 0.63 0.47 0.39 0.37 v/c Ratio 0.35 1.39 1.23 1.03 0.14 0.53 0.40 0.33 0.20 0.89 0.27 Control Delay 36.0 233.1 161.6 90.6 32.9 25.9 25.4 11.3 14.0 49.9 27.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 36.0 233.1 161.6 90.6 32.9 25.9 25.4 11.3 14.0 49.9 27.7 LOS DF FFCCCBBDC Approach Delay 202.7 114.2 19.6 41.9 Approach LOS F F B D Queue Length 50th (ft) 37 ~418 ~369 ~510 43 53 170 111 37 466 86 Queue Length 95th (ft) 93 #771 #738 #996 106 118 246 166 63 670 147 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 550 250 100 400 125 250 Base Capacity (vph) 347 289 343 551 730 354 1318 1005 635 1312 1089 Starvation Cap Reductn 0 0 000000000 Spillback Cap Reductn 0 0 000000000 Storage Cap Reductn 0 0 000000000 Reduced v/c Ratio 0.21 1.39 1.23 1.03 0.11 0.40 0.24 0.33 0.16 0.49 0.15 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 123.1 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.39 Intersection Signal Delay: 83.9 Intersection LOS: F Intersection Capacity Utilization 95.7% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 FNB AM (AP) Synchro 11 Report Davenport Page 3 Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2027 FNB PM (AP) 2027 FNB PM (AP)Synchro 11 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 365 332 373 68 33 149 Future Volume (vph) 365 332 373 68 33 149 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.979 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1824 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1824 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 14540 2940 Travel Time (s) 47.5 180.2 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 406 369 414 76 37 166 Shared Lane Traffic (%) Lane Group Flow (vph) 406 369 490 0 37 166 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 57.3% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2027 FNB PM (AP) 2027 FNB PM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 332 373 68 33 149 Future Vol, veh/h 365 332 373 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 369 414 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 490 0 - 0 1633 452 Stage 1 - - - - 452 - Stage 2 - - - - 1181 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1073 - - - 111 608 Stage 1 - - - - 641 - Stage 2 - - - - 291 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1073 - - - 69 608 Mov Cap-2 Maneuver - - - - 69 - Stage 1 - - - - 399 - Stage 2 - - - - 291 - Approach EB WB SB HCM Control Delay, s 5.4 0 29.8 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1073 - - - 69 608 HCM Lane V/C Ratio 0.378 - - - 0.531 0.272 HCM Control Delay (s) 10.4 - - - 105.3 13.1 HCM Lane LOS B - - - F B HCM 95th %tile Q(veh) 1.8 - - - 2.2 1.1 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 FNB PM (AP) 2027 FNB PM (AP)Synchro 11 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 598 36 24 720 16 7 Future Volume (vph) 598 36 24 720 16 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.992 0.869 Flt Protected 0.955 0.967 Satd. Flow (prot) 1765 0 1619 0 0 1801 Flt Permitted 0.955 0.967 Satd. Flow (perm) 1765 0 1619 0 0 1801 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 664 40 27 800 18 8 Shared Lane Traffic (%) Lane Group Flow (vph) 704 0 827 0 0 26 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 FNB PM (AP) 2027 FNB PM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 598 36 24 720 16 7 Future Vol, veh/h 598 36 24 720 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 664 40 27 800 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 427 827 Stage 1 - - 0 0 Stage 2 - - 427 827 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 584 307 Stage 1 ---- Stage 2 - - 658 386 Platoon blocked, % - - Mov Cap-1 Maneuver - - 584 0 Mov Cap-2 Maneuver - - 584 0 Stage 1 - - - 0 Stage 2 - - 658 0 Approach NB SB HCM Control Delay, s 0 11.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 584 HCM Lane V/C Ratio - - 0.044 HCM Control Delay (s) - - 11.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2027 FNB PM (AP) Synchro 11 Report Davenport Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 344 157 295 256 68 136 530 347 63 370 62 Future Volume (vph) 129 344 157 295 256 68 136 530 347 63 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 550 150 100 250 125 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.953 0.850 0.850 0.978 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1775 0 1770 1863 1583 1787 1881 1599 1778 1831 0 Flt Permitted 0.424 0.142 0.198 0.133 Satd. Flow (perm) 790 1775 0 265 1863 1583 373 1881 1599 249 1831 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 382 174 328 284 76 151 589 386 70 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 556 0 328 284 76 151 589 386 70 480 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 11111011 Detector Template Thru Thru Leading Detector (ft) 40 40 40 40 40 60 306 0 60 306 Trailing Detector (ft) 0 0 000030000300 Detector 1 Position(ft) 0 0 000030000300 Detector 1 Size(ft) 40 40 40 40 40 60 6 40 60 6 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 15.0 0.0 15.0 0.0 15.0 15.0 0.0 15.0 15.0 0.0 Turn Type pm+pt NA pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA Protected Phases 7 4 38152316 Permitted Phases 4 8 8 2 2 6 Detector Phase 7 4 38152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2027 FNB PM (AP) Synchro 11 Report Davenport Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None Min None None Min Act Effct Green (s) 33.0 20.1 44.7 30.4 39.8 52.1 40.1 65.3 46.8 37.5 Actuated g/C Ratio 0.30 0.18 0.41 0.28 0.36 0.47 0.36 0.59 0.43 0.34 v/c Ratio 0.41 1.71 0.86 0.55 0.13 0.46 0.86 0.41 0.30 0.77 Control Delay 27.3 362.4 52.0 41.9 28.6 19.3 45.4 13.2 17.6 41.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.3 362.4 52.0 41.9 28.6 19.3 45.4 13.2 17.6 41.5 LOS C F D D C B D B B D Approach Delay 293.8 45.2 30.9 38.5 Approach LOS F D C D Queue Length 50th (ft) 62 ~570 174 168 35 56 375 134 25 298 Queue Length 95th (ft) 132 #921 #427 #349 89 91 525 201 48 436 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 550 150 100 250 125 Base Capacity (vph) 469 325 383 516 728 443 1465 949 403 1426 Starvation Cap Reductn 0 0 00000000 Spillback Cap Reductn 0 0 00000000 Storage Cap Reductn 0 0 00000000 Reduced v/c Ratio 0.30 1.71 0.86 0.55 0.10 0.34 0.40 0.41 0.17 0.34 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 109.9 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.71 Intersection Signal Delay: 95.5 Intersection LOS: F Intersection Capacity Utilization 93.6% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2027 FNB PM (AP) Synchro 11 Report Davenport Page 3 Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2035 FNB PM (AP) 2035 FNB PM (AP)Synchro 11 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 365 520 483 68 33 149 Future Volume (vph) 365 520 483 68 33 149 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.983 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1831 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1831 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 14540 2940 Travel Time (s) 47.5 180.2 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 406 578 537 76 37 166 Shared Lane Traffic (%) Lane Group Flow (vph) 406 578 613 0 37 166 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 63.1% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road/Sidbury Road & Dairy Farm Road 2035 FNB PM (AP) 2035 FNB PM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 9.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 520 483 68 33 149 Future Vol, veh/h 365 520 483 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 578 537 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 613 0 - 0 1965 575 Stage 1 - - - - 575 - Stage 2 - - - - 1390 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 966 - - - 69 518 Stage 1 - - - - 563 - Stage 2 - - - - 231 - Platoon blocked, % - - - Mov Cap-1 Maneuver 966 - - - 40 518 Mov Cap-2 Maneuver - - - - 40 - Stage 1 - - - - 327 - Stage 2 - - - - 231 - Approach EB WB SB HCM Control Delay, s 4.7 0 61.4 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 966 - - - 40 518 HCM Lane V/C Ratio 0.42 - - - 0.917 0.32 HCM Control Delay (s) 11.4 - - - 269.8 15.2 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 2.1 - - - 3.5 1.4 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 FNB PM (AP) 2035 FNB PM (AP)Synchro 11 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 708 36 24 908 16 7 Future Volume (vph) 708 36 24 908 16 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.869 Flt Protected 0.955 0.967 Satd. Flow (prot) 1766 0 1619 0 0 1801 Flt Permitted 0.955 0.967 Satd. Flow (perm) 1766 0 1619 0 0 1801 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 787 40 27 1009 18 8 Shared Lane Traffic (%) Lane Group Flow (vph) 827 0 1036 0 0 26 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 105.5% ICU Level of Service G Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 FNB PM (AP) 2035 FNB PM (AP)Synchro 11 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 708 36 24 908 16 7 Future Vol, veh/h 708 36 24 908 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 787 40 27 1009 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 532 1036 Stage 1 - - 0 0 Stage 2 - - 532 1036 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 508 232 Stage 1 ---- Stage 2 - - 589 309 Platoon blocked, % - - Mov Cap-1 Maneuver - - 508 0 Mov Cap-2 Maneuver - - 508 0 Stage 1 - - - 0 Stage 2 - - 589 0 Approach NB SB HCM Control Delay, s 0 12.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 508 HCM Lane V/C Ratio - - 0.05 HCM Control Delay (s) - - 12.5 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 FNB PM (AP) Synchro 11 Report Davenport Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 437 157 335 311 84 136 530 414 90 370 62 Future Volume (vph) 129 437 157 335 311 84 136 530 414 90 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 0 550 250 100 400 125 250 Storage Lanes 1 0 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.960 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1788 0 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.285 0.142 0.285 0.128 Satd. Flow (perm) 531 1788 0 265 1863 1583 536 1881 1599 240 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 486 174 372 346 93 151 589 460 100 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 660 0 372 346 93 151 589 460 100 411 69 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 1 111110111 Detector Template Thru Thru Thru Right Leading Detector (ft) 40 40 40 40 40 60 306 0 60 306 40 Trailing Detector (ft) 0 0 0000300003000 Detector 1 Position(ft) 0 0 0000300003000 Detector 1 Size(ft) 40 40 40 40 40 60 6 40 60 6 40 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 15.0 0.0 15.0 0.0 15.0 15.0 0.0 15.0 15.0 0.0 0.0 Turn Type pm+pt NA pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA Perm Protected Phases 7 4 38152316 Permitted Phases 4 8 8 2 2 6 6 Detector Phase 7 4 381523166 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 21.0 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 FNB PM (AP) Synchro 11 Report Davenport Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 90.0 25.0 25.0 90.0 90.0 Total Split (%) 15.2% 15.2% 15.2% 15.2% 15.2% 15.2% 54.5% 15.2% 15.2% 54.5% 54.5% Maximum Green (s) 18.0 18.0 18.0 21.0 18.0 18.0 83.0 18.0 18.0 83.0 83.0 Yellow Time (s) 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 30.0 Recall Mode None None None None None None Min None None Min Min Act Effct Green (s) 33.1 20.2 44.7 30.4 40.5 52.3 40.4 65.6 48.5 38.5 36.4 Actuated g/C Ratio 0.30 0.18 0.40 0.27 0.37 0.47 0.36 0.59 0.44 0.35 0.33 v/c Ratio 0.47 2.03 0.98 0.68 0.16 0.39 0.86 0.49 0.41 0.63 0.13 Control Delay 29.9 500.9 74.8 46.5 28.8 17.6 45.9 14.8 19.7 35.0 26.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 500.9 74.8 46.5 28.8 17.6 45.9 14.8 19.7 35.0 26.3 LOS CF EDCBDBBCC Approach Delay 417.0 57.5 30.4 31.3 Approach LOS F E C C Queue Length 50th (ft) 63 ~728 215 216 43 56 379 174 36 241 34 Queue Length 95th (ft) 135 #1127 #524 #480 105 91 535 260 63 354 69 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 550 250 100 400 125 250 Base Capacity (vph) 418 325 380 511 722 495 1453 945 399 1446 1200 Starvation Cap Reductn 0 0 000000000 Spillback Cap Reductn 0 0 000000000 Storage Cap Reductn 0 0 000000000 Reduced v/c Ratio 0.34 2.03 0.98 0.68 0.13 0.31 0.41 0.49 0.25 0.28 0.06 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 110.9 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 2.03 Intersection Signal Delay: 128.5 Intersection LOS: F Intersection Capacity Utilization 100.7% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 FNB PM (AP) Synchro 11 Report Davenport Page 3 Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 99 203 568 30 33 249 Future Volume (vph) 99 203 568 30 33 249 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1850 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1850 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 300 2940 Travel Time (s) 47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 110 226 631 33 37 277 Shared Lane Traffic (%) Lane Group Flow (vph) 110 226 664 0 37 277 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 6.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 99 203 568 30 33 249 Future Vol, veh/h 99 203 568 30 33 249 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 110 226 631 33 37 277 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 664 0 - 0 1094 648 Stage 1 - - - - 648 - Stage 2 - - - - 446 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 925 - - - 237 470 Stage 1 - - - - 521 - Stage 2 - - - - 645 - Platoon blocked, % - - - Mov Cap-1 Maneuver 925 - - - 209 470 Mov Cap-2 Maneuver - - - - 209 - Stage 1 - - - - 459 - Stage 2 - - - - 645 - Approach EB WB SB HCM Control Delay, s 3.1 0 23.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 925 - - - 209 470 HCM Lane V/C Ratio 0.119 - - - 0.175 0.589 HCM Control Delay (s) 9.4 - - - 25.9 23 HCM Lane LOS A - - - D C HCM 95th %tile Q(veh) 0.4 - - - 0.6 3.7 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 762 20 5 301 23 10 Future Volume (vph) 762 20 5 301 23 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.997 0.867 Flt Protected 0.954 0.966 Satd. Flow (prot) 1772 0 1615 0 0 1799 Flt Permitted 0.954 0.966 Satd. Flow (perm) 1772 0 1615 0 0 1799 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 847 22 6 334 26 11 Shared Lane Traffic (%) Lane Group Flow (vph) 869 0 340 0 0 37 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 70.9% ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 762 20 5 301 23 10 Future Vol, veh/h 762 20 5 301 23 10 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 847 22 6 334 26 11 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 173 340 Stage 1 - - 0 0 Stage 2 - - 173 340 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 817 582 Stage 1 ---- Stage 2 - - 857 639 Platoon blocked, % - - Mov Cap-1 Maneuver - - 817 0 Mov Cap-2 Maneuver - - 817 0 Stage 1 - - - 0 Stage 2 - - 857 0 Approach NB SB HCM Control Delay, s 0 9.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 817 HCM Lane V/C Ratio - - 0.045 HCM Control Delay (s) - - 9.6 HCM Lane LOS - - A HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 61 192 128 328 435 61 119 264 264 84 536 133 Future Volume (vph) 61 192 128 328 435 61 119 264 264 84 536 133 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 100 550 150 100 250 125 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1816 0 Flt Permitted 0.195 0.300 0.080 0.486 Satd. Flow (perm) 363 1863 1583 559 1863 1583 151 1881 1599 910 1816 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 68 213 142 364 483 68 132 293 293 93 596 148 Shared Lane Traffic (%) Lane Group Flow (vph) 68 213 142 364 483 68 132 293 293 93 744 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA Protected Phases 74538152316 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 74538152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 14.0 30.0 14.0 36.0 52.0 14.0 14.0 85.0 36.0 14.0 85.0 Total Split (%) 8.5% 18.2% 8.5% 21.8% 31.5% 8.5% 8.5% 51.5% 21.8% 8.5% 51.5% Maximum Green (s) 7.0 23.0 7.0 29.0 48.0 7.0 7.0 78.0 29.0 7.0 78.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 30.8 21.5 33.9 54.1 46.6 55.9 74.3 65.0 97.7 74.3 65.0 Actuated g/C Ratio 0.21 0.15 0.24 0.38 0.32 0.39 0.52 0.45 0.68 0.52 0.45 v/c Ratio 0.40 0.77 0.38 0.83 0.80 0.11 0.72 0.34 0.27 0.18 0.91 Control Delay 42.2 80.0 53.5 53.7 58.6 34.0 45.2 27.0 9.7 16.9 52.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 42.2 80.0 53.5 53.7 58.6 34.0 45.2 27.0 9.7 16.9 52.8 LOS DFDDECDCABD Approach Delay 65.0 54.8 23.3 48.8 Approach LOS E D C D Queue Length 50th (ft) 43 207 121 280 449 44 64 189 106 44 686 Queue Length 95th (ft) 86 #340 206 #427 #682 89 #169 264 150 74 895 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 550 150 100 250 125 Base Capacity (vph) 168 333 372 479 667 615 183 1078 1135 526 1041 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.40 0.64 0.38 0.76 0.72 0.11 0.72 0.27 0.26 0.18 0.71 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 143.9 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 46.7 Intersection LOS: D Intersection Capacity Utilization 87.8% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 210 26 5 517 81 14 Future Volume (vph) 210 26 5 517 81 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.980 Flt Protected 0.999 0.959 Satd. Flow (prot) 1863 1583 0 1861 1751 0 Flt Permitted 0.999 0.959 Satd. Flow (perm) 1863 1583 0 1861 1751 0 Link Speed (mph) 55 55 30 Link Distance (ft) 300 13509 1562 Travel Time (s) 3.7 167.5 35.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 233 29 6 574 90 16 Shared Lane Traffic (%) Lane Group Flow (vph) 233 29 0 580 106 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP AM 2027 Future Build IMP AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 26 5 517 81 14 Future Vol, veh/h 210 26 5 517 81 14 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 233 29 6 574 90 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 262 0 819 233 Stage 1 - - - - 233 - Stage 2 - - - - 586 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1302 - 345 806 Stage 1 - - - - 806 - Stage 2 - - - - 556 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1302 - 343 806 Mov Cap-2 Maneuver - - - - 343 - Stage 1 - - - - 806 - Stage 2 - - - - 552 - Approach EB WB NB HCM Control Delay, s 0 0.1 18.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 375 - - 1302 - HCM Lane V/C Ratio 0.281 - - 0.004 - HCM Control Delay (s) 18.3 - - 7.8 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.1 - - 0 - Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 105 338 970 33 35 264 Future Volume (vph) 105 338 970 33 35 264 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.996 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1855 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1855 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 302 2940 Travel Time (s) 47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 117 376 1078 37 39 293 Shared Lane Traffic (%) Lane Group Flow (vph) 117 376 1115 0 39 293 Enter Blocked Intersection No No No No No No Lane Alignment Left Left Left Right Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 76.1% ICU Level of Service D Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 23.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 105 338 970 33 35 264 Future Vol, veh/h 105 338 970 33 35 264 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 117 376 1078 37 39 293 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1115 0 - 0 1707 1097 Stage 1 - - - - 1097 - Stage 2 - - - - 610 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 626 - - - 100 ~ 259 Stage 1 - - - - 320 - Stage 2 - - - - 542 - Platoon blocked, % - - - Mov Cap-1 Maneuver 626 - - - 81 ~ 259 Mov Cap-2 Maneuver - - - - 81 - Stage 1 - - - - 260 - Stage 2 - - - - 542 - Approach EB WB SB HCM Control Delay, s 2.9 0 131.8 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 626 - - - 81 259 HCM Lane V/C Ratio 0.186 - - - 0.48 1.133 HCM Control Delay (s) 12.1 - - - 85.1 138 HCM Lane LOS B - - - F F HCM 95th %tile Q(veh) 0.7 - - - 2 12.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 1175 22 5 442 25 11 Future Volume (vph) 1175 22 5 442 25 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.998 0.867 Flt Protected 0.953 0.966 Satd. Flow (prot) 1772 0 1615 0 0 1799 Flt Permitted 0.953 0.966 Satd. Flow (perm) 1772 0 1615 0 0 1799 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 1306 24 6 491 28 12 Shared Lane Traffic (%) Lane Group Flow (vph) 1330 0 497 0 0 40 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Right Left Left Median Width(ft) 24 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 15 9 9 15 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 100.7% ICU Level of Service G Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1175 22 5 442 25 11 Future Vol, veh/h 1175 22 5 442 25 11 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 1306 24 6 491 28 12 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 252 497 Stage 1 - - 0 0 Stage 2 - - 252 497 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 737 475 Stage 1 ---- Stage 2 - - 790 545 Platoon blocked, % - - Mov Cap-1 Maneuver - - 737 0 Mov Cap-2 Maneuver - - 737 0 Stage 1 - - - 0 Stage 2 - - 790 0 Approach NB SB HCM Control Delay, s 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 737 HCM Lane V/C Ratio - - 0.054 HCM Control Delay (s) - - 10.2 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 265 139 479 641 123 129 286 326 109 581 144 Future Volume (vph) 66 265 139 479 641 123 129 286 326 109 581 144 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 100 550 250 100 400 125 250 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.144 0.164 0.067 0.417 Satd. Flow (perm) 268 1863 1583 305 1863 1583 126 1881 1599 781 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 73 294 154 532 712 137 143 318 362 121 646 160 Shared Lane Traffic (%) Lane Group Flow (vph) 73 294 154 532 712 137 143 318 362 121 646 160 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (mph) 15 9 15 9 15 9 15 9 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 745381523167 Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 745381523167 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 7.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 14.0 Total Split (s) 14.0 34.0 15.0 48.0 68.0 14.0 15.0 69.0 48.0 14.0 68.0 14.0 Total Split (%) 8.5% 20.6% 9.1% 29.1% 41.2% 8.5% 9.1% 41.8% 29.1% 8.5% 41.2% 8.5% Maximum Green (s) 7.0 27.0 8.0 41.0 64.0 7.0 8.0 62.0 41.0 7.0 61.0 7.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 2.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 0.2 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 0.0 Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 36.8 27.8 40.9 76.0 64.9 74.0 69.3 59.3 107.4 67.3 58.3 70.3 Actuated g/C Ratio 0.23 0.17 0.26 0.48 0.41 0.46 0.44 0.37 0.67 0.42 0.37 0.44 v/c Ratio 0.50 0.90 0.38 0.98 0.94 0.19 0.90 0.45 0.34 0.31 0.94 0.23 Control Delay 43.9 95.3 53.0 77.5 66.4 26.9 85.2 40.2 12.0 27.4 72.1 28.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 43.9 95.3 53.0 77.5 66.4 26.9 85.2 40.2 12.0 27.4 72.1 28.6 LOS DFDEECFDBCEC Approach Delay 75.6 66.8 35.6 58.7 Approach LOS E E D E Queue Length 50th (ft) 43 315 139 ~532 745 88 100 253 153 73 658 104 Queue Length 95th (ft) 82 #491 212 #772 #1012 137 #244 346 209 116 #894 158 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 550 250 100 400 125 250 Base Capacity (vph) 147 340 405 542 774 734 159 758 1078 386 742 702 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.50 0.86 0.38 0.98 0.92 0.19 0.90 0.42 0.34 0.31 0.87 0.23 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 159.3 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 59.0 Intersection LOS: E Intersection Capacity Utilization 94.9% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 281 92 16 726 277 49 Future Volume (vph) 281 92 16 726 277 49 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1583 1770 1863 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1863 1583 1770 1863 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 302 13817 1151 Travel Time (s) 3.7 171.3 26.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 312 102 18 807 308 54 Shared Lane Traffic (%) Lane Group Flow (vph) 312 102 18 807 308 54 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 12 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build AM 2035 Future Build AM Synchro 10 Report Davenport Intersection Int Delay, s/veh 50.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 281 92 16 726 277 49 Future Vol, veh/h 281 92 16 726 277 49 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 100 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 312 102 18 807 308 54 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 414 0 1155 312 Stage 1 - - - - 312 - Stage 2 - - - - 843 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1145 - ~ 218 728 Stage 1 - - - - 742 - Stage 2 - - - - 422 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1145 - ~ 215 728 Mov Cap-2 Maneuver - - - - ~ 215 - Stage 1 - - - - 742 - Stage 2 - - - - 415 - Approach EB WB NB HCM Control Delay, s 0 0.2 223.3 HCM LOS F Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 215 728 - - 1145 - HCM Lane V/C Ratio 1.432 0.075 - - 0.016 - HCM Control Delay (s) 261 10.3 - - 8.2 - HCM Lane LOS F B - - A - HCM 95th %tile Q(veh) 18 0.2 - - 0 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 365 409 424 68 33 149 Future Volume (vph) 365 409 424 68 33 149 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.981 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1827 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1827 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 300 2940 Travel Time (s) 47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 406 454 471 76 37 166 Shared Lane Traffic (%) Lane Group Flow (vph) 406 454 547 0 37 166 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 60.0% ICU Level of Service B Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 7.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 409 424 68 33 149 Future Vol, veh/h 365 409 424 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 454 471 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 547 0 - 0 1775 509 Stage 1 - - - - 509 - Stage 2 - - - - 1266 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1022 - - - 91 564 Stage 1 - - - - 604 - Stage 2 - - - - 265 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1022 - - - 55 564 Mov Cap-2 Maneuver - - - - 55 - Stage 1 - - - - 364 - Stage 2 - - - - 265 - Approach EB WB SB HCM Control Delay, s 5.1 0 39.5 HCM LOS E Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1022 - - - 55 564 HCM Lane V/C Ratio 0.397 - - - 0.667 0.294 HCM Control Delay (s) 10.8 - - - 154.4 14 HCM Lane LOS B - - - F B HCM 95th %tile Q(veh) 1.9 - - - 2.7 1.2 Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 649 36 24 797 16 7 Future Volume (vph) 649 36 24 797 16 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.993 0.869 Flt Protected 0.955 0.967 Satd. Flow (prot) 1766 0 1619 0 0 1801 Flt Permitted 0.955 0.967 Satd. Flow (perm) 1766 0 1619 0 0 1801 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 721 40 27 886 18 8 Shared Lane Traffic (%) Lane Group Flow (vph) 761 0 913 0 0 26 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 95.4% ICU Level of Service F Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 649 36 24 797 16 7 Future Vol, veh/h 649 36 24 797 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 721 40 27 886 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 470 913 Stage 1 - - 0 0 Stage 2 - - 470 913 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 552 273 Stage 1 ---- Stage 2 - - 629 352 Platoon blocked, % - - Mov Cap-1 Maneuver - - 552 0 Mov Cap-2 Maneuver - - 552 0 Stage 1 - - - 0 Stage 2 - - 629 0 Approach NB SB HCM Control Delay, s 0 11.8 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 552 HCM Lane V/C Ratio - - 0.046 HCM Control Delay (s) - - 11.8 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.1 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 380 157 313 280 77 136 530 374 77 370 62 Future Volume (vph) 129 380 157 313 280 77 136 530 374 77 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 100 550 150 100 250 125 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.978 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1831 0 Flt Permitted 0.397 0.193 0.222 0.104 Satd. Flow (perm) 740 1863 1583 360 1863 1583 418 1881 1599 195 1831 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 422 174 348 311 86 151 589 416 86 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 422 174 348 311 86 151 589 416 86 480 0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA Protected Phases 74538152316 Permitted Phases 4 4 8 8 2 2 6 Detector Phase 74538152316 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 Total Split (s) 20.0 62.0 14.0 22.0 64.0 14.0 14.0 67.0 22.0 14.0 67.0 Total Split (%) 12.1% 37.6% 8.5% 13.3% 38.8% 8.5% 8.5% 40.6% 13.3% 8.5% 40.6% Maximum Green (s) 13.0 55.0 7.0 15.0 60.0 7.0 7.0 60.0 15.0 7.0 60.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 Recall Mode None None None None None None None Min None None Min Act Effct Green (s) 50.3 37.4 49.7 58.6 45.0 54.3 56.2 47.0 69.6 56.2 47.0 Actuated g/C Ratio 0.38 0.28 0.38 0.45 0.34 0.41 0.43 0.36 0.53 0.43 0.36 v/c Ratio 0.37 0.80 0.29 1.00 0.49 0.13 0.55 0.88 0.49 0.44 0.74 Control Delay 25.9 56.6 31.3 78.5 38.8 27.2 30.6 55.7 23.2 28.6 45.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lanes, Volumes, Timings Mungo Newton Farms 300: N College Road & Blue Clay Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Total Delay 25.9 56.6 31.3 78.5 38.8 27.2 30.6 55.7 23.2 28.6 45.0 LOS CECEDCCECCD Approach Delay 44.7 56.0 40.7 42.5 Approach LOS D E D D Queue Length 50th (ft) 71 333 103 ~211 211 46 73 462 217 40 351 Queue Length 95th (ft) 134 517 185 #497 347 95 139 720 378 85 555 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 550 150 100 250 125 Base Capacity (vph) 417 829 598 347 901 652 274 910 845 194 886 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 0.34 0.51 0.29 1.00 0.35 0.13 0.55 0.65 0.49 0.44 0.54 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 131.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.00 Intersection Signal Delay: 45.5 Intersection LOS: D Intersection Capacity Utilization 86.9% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 365 77 13 441 51 9 Future Volume (vph) 365 77 13 441 51 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 0 0 Storage Lanes 1 0 1 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.980 Flt Protected 0.999 0.959 Satd. Flow (prot) 1863 1583 0 1861 1751 0 Flt Permitted 0.999 0.959 Satd. Flow (perm) 1863 1583 0 1861 1751 0 Link Speed (mph) 55 55 30 Link Distance (ft) 300 13509 1562 Travel Time (s) 3.7 167.5 35.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 406 86 14 490 57 10 Shared Lane Traffic (%) Lane Group Flow (vph) 406 86 0 504 67 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 43.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2027 Future Build IMP PM 2027 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 365 77 13 441 51 9 Future Vol, veh/h 365 77 13 441 51 9 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 100 - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 86 14 490 57 10 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 492 0 924 406 Stage 1 - - - - 406 - Stage 2 - - - - 518 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1071 - 299 645 Stage 1 - - - - 673 - Stage 2 - - - - 598 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1071 - 294 645 Mov Cap-2 Maneuver - - - - 294 - Stage 1 - - - - 673 - Stage 2 - - - - 587 - Approach EB WB NB HCM Control Delay, s 0 0.2 19.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 320 - - 1071 - HCM Lane V/C Ratio 0.208 - - 0.013 - HCM Control Delay (s) 19.2 - - 8.4 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.8 - - 0 - Lanes, Volumes, Timings Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build IMP PM 2035 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 365 816 667 68 33 149 Future Volume (vph) 365 816 667 68 33 149 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 275 0 50 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.987 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1863 1839 0 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1863 1839 0 1770 1583 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 302 2940 Travel Time (s) 47.5 3.7 36.4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 406 907 741 76 37 166 Shared Lane Traffic (%) Lane Group Flow (vph) 406 907 817 0 37 166 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 100: Sidbury Road & Dairy Farm Road 2035 Future Build IMP PM 2035 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 20.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 365 816 667 68 33 149 Future Vol, veh/h 365 816 667 68 33 149 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 275 - - - 50 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 406 907 741 76 37 166 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 817 0 - 0 2498 779 Stage 1 - - - - 779 - Stage 2 - - - - 1719 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 811 - - - ~ 32 396 Stage 1 - - - - 452 - Stage 2 - - - - 159 - Platoon blocked, % - - - Mov Cap-1 Maneuver 811 - - - ~ 16 396 Mov Cap-2 Maneuver - - - - ~ 16 - Stage 1 - - - - 226 - Stage 2 - - - - 159 - Approach EB WB SB HCM Control Delay, s 4.3 0 213.2 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 811 - - - 16 396 HCM Lane V/C Ratio 0.5 - - - 2.292 0.418 HCM Control Delay (s) 13.8 - - -$ 1083.2 20.5 HCM Lane LOS B - - - F C HCM 95th %tile Q(veh) 2.8 - - - 5.2 2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build IMP PM 2035 Future Build IMP PM Synchro 10 Report Davenport Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 892 36 24 1204 16 7 Future Volume (vph) 892 36 24 1204 16 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.995 0.868 Flt Protected 0.954 0.967 Satd. Flow (prot) 1768 0 1617 0 0 1801 Flt Permitted 0.954 0.967 Satd. Flow (perm) 1768 0 1617 0 0 1801 Link Speed (mph) 55 55 55 Link Distance (ft) 3830 1311 3130 Travel Time (s) 47.5 16.3 38.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 991 40 27 1338 18 8 Shared Lane Traffic (%) Lane Group Flow (vph) 1031 0 1365 0 0 26 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 134.1% ICU Level of Service H Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 200: Blue Clay Road & Sidbury Road 2035 Future Build IMP PM 2035 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 892 36 24 1204 16 7 Future Vol, veh/h 892 36 24 1204 16 7 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 991 40 27 1338 18 8 Major/Minor Major1 Minor2 Conflicting Flow All 0 0 696 1365 Stage 1 - - 0 0 Stage 2 - - 696 1365 Critical Hdwy - - 6.42 6.52 Critical Hdwy Stg 1 ---- Critical Hdwy Stg 2 - - 5.42 5.52 Follow-up Hdwy - - 3.518 4.018 Pot Cap-1 Maneuver - - 408 147 Stage 1 ---- Stage 2 - - 495 215 Platoon blocked, % - - Mov Cap-1 Maneuver - - 408 0 Mov Cap-2 Maneuver - - 408 0 Stage 1 - - - 0 Stage 2 - - 495 0 Approach NB SB HCM Control Delay, s 0 14.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRSBLn1 Capacity (veh/h) - - 408 HCM Lane V/C Ratio - - 0.063 HCM Control Delay (s) - - 14.4 HCM Lane LOS - - B HCM 95th %tile Q(veh) - - 0.2 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 Future Build IMP PM Synchro 11 Report Davenport Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 576 157 400 398 117 136 530 518 142 370 62 Future Volume (vph) 129 576 157 400 398 117 136 530 518 142 370 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -2% -1% Storage Length (ft) 50 100 550 250 100 400 125 250 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft) 100 100 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1787 1881 1599 1778 1872 1591 Flt Permitted 0.455 0.083 0.267 0.074 Satd. Flow (perm) 848 1863 1583 155 1863 1583 502 1881 1599 139 1872 1591 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 55 55 45 45 Link Distance (ft) 3871 1311 2156 4748 Travel Time (s) 48.0 16.3 32.7 71.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 143 640 174 444 442 130 151 589 576 158 411 69 Shared Lane Traffic (%) Lane Group Flow (vph) 143 640 174 444 442 130 151 589 576 158 411 69 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 12 12 12 Link Offset(ft)0000 Crosswalk Width(ft) 16 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 121111110111 Detector Template Right Thru Thru Right Leading Detector (ft) 40 40 20 40 40 40 60 306 0 60 306 40 Trailing Detector (ft)0000000300003000 Detector 1 Position(ft)0000000300003000 Detector 1 Size(ft) 40 40 20 40 40 40 60 6 40 60 6 40 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 15.0 0.0 0.0 15.0 0.0 15.0 15.0 0.0 15.0 15.0 0.0 0.0 Detector 2 Position(ft) 0 Detector 2 Size(ft) 6 Detector 2 Type Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 Turn Type pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov pm+pt NA pm+ov Protected Phases 745381523167 Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 Future Build IMP PM Synchro 11 Report Davenport Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 4 4 8 8 2 2 6 6 Detector Phase 745381523167 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 14.0 7.0 7.0 14.0 7.0 Minimum Split (s) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 21.0 14.0 14.0 21.0 14.0 Total Split (s) 14.0 45.0 19.0 38.0 69.0 19.0 19.0 63.0 38.0 19.0 63.0 14.0 Total Split (%) 8.5% 27.3% 11.5% 23.0% 41.8% 11.5% 11.5% 38.2% 23.0% 11.5% 38.2% 8.5% Maximum Green (s) 7.0 38.0 12.0 31.0 65.0 12.0 12.0 56.0 31.0 12.0 56.0 7.0 Yellow Time (s) 5.0 5.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 0.0 -2.0 -2.0 0.0 -2.0 -2.0 -2.0 -2.0 -2.0 0.0 Total Lost Time (s) 5.0 5.0 7.0 5.0 2.0 7.0 5.0 5.0 5.0 5.0 5.0 7.0 Lead/Lag Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead Lag Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 6.0 2.0 2.0 6.0 2.0 Minimum Gap (s) 0.2 0.2 0.2 0.2 0.2 0.2 0.2 3.4 0.2 0.2 3.4 0.2 Time Before Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0 0.0 0.0 15.0 0.0 Time To Reduce (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 0.0 0.0 30.0 0.0 Recall Mode None None None None None None None Min None None Min None Act Effct Green (s) 49.1 40.1 56.1 78.2 67.1 80.6 66.4 53.4 91.5 67.3 53.8 65.8 Actuated g/C Ratio 0.31 0.25 0.35 0.49 0.42 0.50 0.42 0.33 0.57 0.42 0.34 0.41 v/c Ratio 0.46 1.37 0.31 1.09 0.57 0.16 0.48 0.94 0.63 0.81 0.65 0.11 Control Delay 34.0 224.7 40.7 116.1 39.8 23.1 31.8 75.3 26.7 67.8 50.7 29.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.0 224.7 40.7 116.1 39.8 23.1 31.8 75.3 26.7 67.8 50.7 29.3 LOS CFDFDCCECEDC Approach Delay 162.7 71.0 49.0 52.6 Approach LOS F E D D Queue Length 50th (ft) 88 ~926 139 ~503 370 77 94 602 394 113 370 45 Queue Length 95th (ft) 136 #1175 208 #732 491 121 144 #822 523 #236 492 80 Internal Link Dist (ft) 3791 1231 2076 4668 Turn Bay Length (ft) 50 100 550 250 100 400 125 250 Base Capacity (vph) 312 466 564 409 781 803 324 683 914 202 680 654 Starvation Cap Reductn 000000000000 Spillback Cap Reductn 000000000000 Storage Cap Reductn 000000000000 Reduced v/c Ratio 0.46 1.37 0.31 1.09 0.57 0.16 0.47 0.86 0.63 0.78 0.60 0.11 Intersection Summary Area Type: Other Cycle Length: 165 Actuated Cycle Length: 160 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.37 Intersection Signal Delay: 83.0 Intersection LOS: F Intersection Capacity Utilization 104.1% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Lanes, Volumes, Timings 300: N College Road & Blue Clay Road 10/05/2023 Scenario 1 Mungo Newton Farms 8:34 am 05/03/2023 2035 Future Build IMP PM Synchro 11 Report Davenport Page 3 Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 300: N College Road & Blue Clay Road Lanes, Volumes, Timings Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build IMP PM 2035 Future Build IMP PM Synchro 10 Report Davenport Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 553 296 52 551 184 33 Future Volume (vph) 553 296 52 551 184 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1863 1583 1770 1863 1770 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1863 1583 1770 1863 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 302 13817 1151 Travel Time (s) 3.7 171.3 26.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 614 329 58 612 204 37 Shared Lane Traffic (%) Lane Group Flow (vph) 614 329 58 612 204 37 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC Mungo Newton Farms 400: Site Access 1 & Sidbury Road 2035 Future Build IMP PM 2035 Future Build IMP PM Synchro 10 Report Davenport Intersection Int Delay, s/veh 26.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 553 296 52 551 184 33 Future Vol, veh/h 553 296 52 551 184 33 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 0 100 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 22222 Mvmt Flow 614 329 58 612 204 37 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 943 0 1342 614 Stage 1 - - - - 614 - Stage 2 - - - - 728 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 727 - ~ 168 492 Stage 1 - - - - 540 - Stage 2 - - - - 478 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 727 - ~ 155 492 Mov Cap-2 Maneuver - - - - ~ 155 - Stage 1 - - - - 540 - Stage 2 - - - - 440 - Approach EB WB NB HCM Control Delay, s 0 0.9 203.4 HCM LOS F Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 155 492 - - 727 - HCM Lane V/C Ratio 1.319 0.075 - - 0.079 - HCM Control Delay (s) 237.6 12.9 - - 10.4 - HCM Lane LOS F B - - B - HCM 95th %tile Q(veh) 12.4 0.2 - - 0.3 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 10/5/2023 212010 Avenue One Queueing Analysis SimTraffic Worksheets Queuing and Blocking Report Mungo Newton Farms 2023 Existing AM Mungo Newton Farms SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB SB Directions Served L LR Maximum Queue (ft) 53 95 Average Queue (ft) 15 45 95th Queue (ft) 40 75 Link Distance (ft) 2905 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 204 14 32 Average Queue (ft) 83 0 5 95th Queue (ft) 152 7 22 Link Distance (ft) 3738 1206 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB NB NB NB SB SB Directions Served L TR L TR L T R L TR Maximum Queue (ft) 149 758 200 555 137 181 134 225 634 Average Queue (ft) 71 385 135 240 62 90 47 77 378 95th Queue (ft) 170 877 233 538 115 164 104 235 582 Link Distance (ft) 3824 1206 2109 4672 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 100 100 250 125 Storage Blk Time (%) 12 76 20 31 3 6 47 Queuing Penalty (veh) 32 44 63 72 14 21 31 Network Summary Network wide Queuing Penalty: 276 Queuing and Blocking Report Mungo Newton Farms 2027 FNB AM 2027 FNB AM SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 61 7 64 125 Average Queue (ft) 22 0 22 58 95th Queue (ft) 49 4 53 98 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 1 11 Queuing Penalty (veh) 2 3 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 1908 6 125 Average Queue (ft) 757 0 39 95th Queue (ft) 2179 5 112 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB Directions Served L TR L T R L T R L TR Maximum Queue (ft) 150 2596 400 1208 164 194 267 179 225 768 Average Queue (ft) 81 1467 384 987 26 90 118 65 108 481 95th Queue (ft) 178 2687 460 1538 106 162 214 140 255 703 Link Distance (ft) 3825 1193 2109 4653 Upstream Blk Time (%) 24 Queuing Penalty (veh) 168 Storage Bay Dist (ft) 50 300 150 100 250 125 Storage Blk Time (%) 30 86 75 28 0 11 11 0 2 51 Queuing Penalty (veh) 92 52 331 98 0 59 40 0 12 40 Network Summary Network wide Queuing Penalty: 900 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build AM 2027 Future Build AM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 77 216 74 697 Average Queue (ft) 26 36 27 155 95th Queue (ft) 58 169 68 575 Link Distance (ft) 232 2904 Upstream Blk Time (%) 4 Queuing Penalty (veh) 26 Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 1 33 Queuing Penalty (veh) 3 11 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 3706 11 226 Average Queue (ft) 2000 0 75 95th Queue (ft) 4288 6 216 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) 4 Queuing Penalty (veh) 30 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB Directions Served L TR L T R L T R L TR Maximum Queue (ft) 150 2923 400 1210 175 186 244 203 224 806 Average Queue (ft) 86 1721 394 1100 30 90 120 68 110 512 95th Queue (ft) 186 3209 441 1497 120 158 210 151 248 764 Link Distance (ft) 3825 1193 2109 4653 Upstream Blk Time (%) 35 Queuing Penalty (veh) 271 Storage Bay Dist (ft) 50 300 150 100 250 125 Storage Blk Time (%) 31 86 84 25 0 12 12 0 2 50 Queuing Penalty (veh) 99 53 417 97 0 61 45 0 12 42 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build AM 2027 Future Build AM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 363 171 Average Queue (ft) 37 54 95th Queue (ft) 251 141 Link Distance (ft) 13487 1533 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1168 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP AM 2027 Future Build IMP AM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 72 13 88 157 Average Queue (ft) 28 0 24 67 95th Queue (ft) 56 5 57 121 Link Distance (ft) 232 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 2 16 Queuing Penalty (veh) 4 5 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 148 9 90 Average Queue (ft) 14 0 31 95th Queue (ft) 104 4 74 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 150 575 200 400 1014 234 193 358 217 224 1644 Average Queue (ft) 95 296 133 325 489 61 119 164 72 110 1086 95th Queue (ft) 179 561 247 462 985 205 204 333 189 245 1891 Link Distance (ft) 3822 1193 2097 4653 Upstream Blk Time (%) 1 Queuing Penalty (veh) 4 Storage Bay Dist (ft) 50 100 300 150 100 250 125 Storage Blk Time (%) 52 71 13 25 35 33 16 5 57 Queuing Penalty (veh) 167 135 33 126 135 173 62 34 48 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP AM 2027 Future Build IMP AM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 32 81 Average Queue (ft) 2 33 95th Queue (ft) 17 63 Link Distance (ft) 13487 1519 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 927 Queuing and Blocking Report Mungo Newton Farms 2035 FNB AM 2035 FNB AM SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 77 1753 75 1518 Average Queue (ft) 27 392 30 423 95th Queue (ft) 58 1554 79 1425 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 2 55 Queuing Penalty (veh) 6 19 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 3734 6 221 Average Queue (ft) 2299 0 95 95th Queue (ft) 4694 4 264 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) 6 Queuing Penalty (veh) 57 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB SB Directions Served L TR L T R L T R L T R Maximum Queue (ft) 150 3312 400 1209 275 199 301 203 224 638 275 Average Queue (ft) 88 1942 397 1147 45 102 144 84 109 321 96 95th Queue (ft) 186 3433 422 1425 183 187 252 166 245 550 285 Link Distance (ft) 3825 1193 2109 4654 Upstream Blk Time (%) 1 29 Queuing Penalty (veh) 0 264 Storage Bay Dist (ft) 50 300 250 100 400 125 250 Storage Blk Time (%) 27 85 85 13 0 13 17 3 34 0 Queuing Penalty (veh) 98 56 498 61 0 76 72 21 81 0 Network Summary Network wide Queuing Penalty: 1311 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build AM 2035 Future Build AM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 97 251 74 2701 Average Queue (ft) 29 167 29 1313 95th Queue (ft) 70 348 86 2915 Link Distance (ft) 235 2904 Upstream Blk Time (%) 23 10 Queuing Penalty (veh) 236 0 Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 5 93 Queuing Penalty (veh) 14 33 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 3738 6 229 Average Queue (ft) 3122 0 85 95th Queue (ft) 4973 5 242 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) 11 Queuing Penalty (veh) 131 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB SB Directions Served L TR L T R L T R L T R Maximum Queue (ft) 150 3795 400 1208 236 199 294 210 225 672 275 Average Queue (ft) 82 2593 398 1188 41 98 142 94 118 324 97 95th Queue (ft) 181 4239 407 1309 169 179 243 179 248 560 287 Link Distance (ft) 3825 1193 2109 4654 Upstream Blk Time (%) 19 31 Queuing Penalty (veh) 0 371 Storage Bay Dist (ft) 50 300 250 100 400 125 250 Storage Blk Time (%) 25 85 85 12 0 13 18 4 34 0 Queuing Penalty (veh) 101 56 647 74 0 79 81 30 85 0 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build AM 2035 Future Build AM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement EB WB NB Directions Served TR LT LR Maximum Queue (ft) 2 3529 1144 Average Queue (ft) 0 1359 772 95th Queue (ft) 2 3776 1479 Link Distance (ft) 235 13795 1122 Upstream Blk Time (%) 52 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1939 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build AM 2035 Future Build AM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 96 41 150 806 Average Queue (ft) 40 3 85 421 95th Queue (ft) 75 20 190 935 Link Distance (ft) 235 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 22 89 Queuing Penalty (veh) 57 31 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 1389 7 409 Average Queue (ft) 609 0 240 95th Queue (ft) 1936 4 482 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T R L T R L T R L T R Maximum Queue (ft) 150 989 200 400 1177 350 200 1082 416 225 1436 350 Average Queue (ft) 95 529 145 389 956 129 156 422 174 147 843 192 95th Queue (ft) 178 1002 263 440 1470 363 238 1126 450 270 1403 464 Link Distance (ft) 3822 1193 2097 4654 Upstream Blk Time (%) 5 Queuing Penalty (veh) 55 Storage Bay Dist (ft) 50 100 300 250 100 400 125 250 Storage Blk Time (%) 47 78 12 40 27 57 25 15 59 Queuing Penalty (veh) 189 159 39 306 163 349 113 107 149 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build AM 2035 Future Build AM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement WB NB NB Directions Served L L R Maximum Queue (ft) 31 440 50 Average Queue (ft) 4 203 18 95th Queue (ft) 21 428 38 Link Distance (ft) 1104 1104 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1718 Queuing and Blocking Report Mungo Newton Farms 2023 Existing PM 2023 Existing PM SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB Directions Served L TR LR Maximum Queue (ft) 86 6 71 Average Queue (ft) 36 0 34 95th Queue (ft) 68 4 56 Link Distance (ft) 14507 2905 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 227 17 32 Average Queue (ft) 86 1 6 95th Queue (ft) 169 8 23 Link Distance (ft) 3738 1206 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB NB NB NB SB SB Directions Served L TR L TR L T R L TR Maximum Queue (ft) 150 1150 191 276 191 437 308 188 322 Average Queue (ft) 117 664 89 107 68 170 65 21 165 95th Queue (ft) 198 1437 164 204 145 313 176 103 292 Link Distance (ft) 3824 1206 2109 4672 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 100 100 250 125 Storage Blk Time (%) 21 74 7 10 1 21 21 Queuing Penalty (veh) 75 85 16 23 7 77 6 Network Summary Network wide Queuing Penalty: 289 Queuing and Blocking Report Mungo Newton Farms 2027 FNB PM 2027 FNB PM SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 114 28 66 103 Average Queue (ft) 51 2 24 42 95th Queue (ft) 92 14 53 74 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 3 3 Queuing Penalty (veh) 4 1 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 321 20 85 Average Queue (ft) 68 1 22 95th Queue (ft) 313 10 59 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB Directions Served L TR L T R L T R L TR Maximum Queue (ft) 150 3873 398 1024 168 200 798 350 211 438 Average Queue (ft) 103 3304 345 609 35 133 328 172 62 225 95th Queue (ft) 195 4687 483 1298 109 231 619 382 181 372 Link Distance (ft) 3825 1193 2109 4653 Upstream Blk Time (%) 60 5 Queuing Penalty (veh) 0 28 Storage Bay Dist (ft) 50 300 150 100 250 125 Storage Blk Time (%) 32 84 58 9 0 16 38 0 0 32 Queuing Penalty (veh) 162 108 188 32 0 143 182 1 1 20 Network Summary Network wide Queuing Penalty: 870 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build PM 2027 Future Build PM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 121 27 65 99 Average Queue (ft) 55 2 23 42 95th Queue (ft) 99 14 52 74 Link Distance (ft) 233 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 3 3 Queuing Penalty (veh) 5 1 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 1011 20 94 Average Queue (ft) 336 1 28 95th Queue (ft) 1156 10 77 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB Directions Served L TR L T R L T R L TR Maximum Queue (ft) 150 3872 400 1147 174 200 664 350 224 456 Average Queue (ft) 96 3378 366 820 44 130 298 164 74 228 95th Queue (ft) 191 4719 490 1537 135 229 530 360 201 393 Link Distance (ft) 3825 1193 2109 4653 Upstream Blk Time (%) 67 15 Queuing Penalty (veh) 0 97 Storage Bay Dist (ft) 50 300 150 100 250 125 Storage Blk Time (%) 31 84 71 11 0 16 38 0 0 32 Queuing Penalty (veh) 167 108 252 41 0 144 193 1 2 24 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build PM 2027 Future Build PM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 40 72 Average Queue (ft) 4 32 95th Queue (ft) 21 59 Link Distance (ft) 14055 1039 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1035 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP PM 2027 Future Build IMP PM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 153 30 66 88 Average Queue (ft) 66 3 26 41 95th Queue (ft) 119 18 58 69 Link Distance (ft) 233 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 6 3 Queuing Penalty (veh) 9 1 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 136 66 100 Average Queue (ft) 24 5 32 95th Queue (ft) 86 37 83 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 150 2887 200 372 376 205 200 1176 350 225 638 Average Queue (ft) 121 1776 141 222 161 44 150 580 252 107 321 95th Queue (ft) 186 3183 273 350 299 121 241 1132 458 242 553 Link Distance (ft) 3822 1193 2097 4653 Upstream Blk Time (%) 2 1 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 50 100 300 150 100 250 125 Storage Blk Time (%) 53 76 6 4 10 0 33 48 0 7 46 Queuing Penalty (veh) 285 217 33 14 40 0 294 247 3 31 35 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP PM 2027 Future Build IMP PM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 44 60 Average Queue (ft) 4 24 95th Queue (ft) 22 47 Link Distance (ft) 14055 1025 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1209 Queuing and Blocking Report 2035 FNB PM 07/03/2023 Scenario 1 Mungo Newton Farms SimTraffic Report Davenport Page 1 Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 139 44 58 90 Average Queue (ft) 56 3 27 43 95th Queue (ft) 105 18 55 72 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 7 3 Queuing Penalty (veh) 10 1 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 1239 41 174 Average Queue (ft) 383 2 77 95th Queue (ft) 1072 16 176 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB SB Directions Served L TR L T R L T R L T R Maximum Queue (ft) 150 3864 400 1210 275 200 683 500 224 312 45 Average Queue (ft) 109 3609 399 986 29 146 318 164 60 152 6 95th Queue (ft) 196 4536 400 1437 113 234 491 300 147 256 26 Link Distance (ft) 3825 1193 2109 4654 Upstream Blk Time (%) 80 18 Queuing Penalty (veh) 0 129 Storage Bay Dist (ft) 50 300 250 100 400 125 250 Storage Blk Time (%) 36 83 86 2 19 42 0 20 Queuing Penalty (veh) 215 107 339 8 175 232 0 31 Network Summary Network wide Queuing Penalty: 1248 Queuing and Blocking Report 2035 Future Build PM 07/03/2023 Scenario 1 Mungo Newton Farms SimTraffic Report Davenport Page 1 Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 217 244 75 798 Average Queue (ft) 82 53 39 184 95th Queue (ft) 165 206 88 541 Link Distance (ft) 230 2904 Upstream Blk Time (%) 5 Queuing Penalty (veh) 38 Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 38 30 Queuing Penalty (veh) 57 10 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB SB Directions Served LR LT Maximum Queue (ft) 3737 178 Average Queue (ft) 2045 80 95th Queue (ft) 4345 169 Link Distance (ft) 3726 3073 Upstream Blk Time (%) 5 Queuing Penalty (veh) 40 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB SB Directions Served L TR L T R L T R L T R Maximum Queue (ft) 150 3888 400 1207 91 200 915 500 225 333 266 Average Queue (ft) 103 3616 399 1156 20 155 361 248 103 148 17 95th Queue (ft) 182 4559 400 1384 65 242 603 448 204 275 96 Link Distance (ft) 3825 1193 2109 4654 Upstream Blk Time (%) 80 33 Queuing Penalty (veh) 0 294 Storage Bay Dist (ft) 50 300 250 100 400 125 250 Storage Blk Time (%) 29 83 88 17 49 3 6 18 0 Queuing Penalty (veh) 211 107 454 179 317 17 24 36 0 Queuing and Blocking Report 2035 Future Build PM 07/03/2023 Scenario 1 Mungo Newton Farms SimTraffic Report Davenport Page 2 Intersection: 400: Site Access 1 & Sidbury Road Movement EB WB NB Directions Served TR LT LR Maximum Queue (ft) 22 657 962 Average Queue (ft) 1 105 249 95th Queue (ft) 9 385 610 Link Distance (ft) 230 13914 1128 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1784 Queuing and Blocking Report 2035 Future Build PM with Improvements 07/03/2023 Scenario 1 Mungo Newton Farms SimTraffic Report Davenport Page 1 Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 161 22 150 299 Average Queue (ft) 83 4 60 74 95th Queue (ft)147 17 130 179 Link Distance (ft)230 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%)53 8 Queuing Penalty (veh)78 3 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 2044 101 200 Average Queue (ft) 578 3 96 95th Queue (ft)1755 33 187 Link Distance (ft)3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T R L T R L T R L T R Maximum Queue (ft) 150 3885 200 400 1213 113 200 2149 500 224 1404 350 Average Queue (ft) 106 3183 125 383 819 33 175 1159 417 198 610 96 95th Queue (ft)185 4937 268 442 1473 88 239 2446 646 262 1257 348 Link Distance (ft)3822 1193 2097 4654 Upstream Blk Time (%)63 12 15 Queuing Penalty (veh)0 104 0 Storage Bay Dist (ft)50 100 300 250 100 400 125 250 Storage Blk Time (%) 48 72 3 58 3 53 59 3 61 24 Queuing Penalty (veh) 349 206 18 297 13 557 387 21 262 48 Queuing and Blocking Report 2035 Future Build PM with Improvements 07/03/2023 Scenario 1 Mungo Newton Farms SimTraffic Report Davenport Page 2 Intersection: 400: Site Access 1 & Sidbury Road Movement WB NB NB Directions Served L L R Maximum Queue (ft)53 216 43 Average Queue (ft)18 92 14 95th Queue (ft)48 161 36 Link Distance (ft)1110 1110 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 2344 10/6/2023 212010 Avenue One Queueing Analysis SimTraffic Worksheets Alternate Phasing Queuing and Blocking Report Mungo Newton Farms 2027 FNB AM (AP) 2027 FNB AM (AP)SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 52 8 64 124 Average Queue (ft) 21 0 22 58 95th Queue (ft) 47 6 53 99 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 1 11 Queuing Penalty (veh) 2 3 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 78 6 65 Average Queue (ft) 7 0 21 95th Queue (ft) 45 4 52 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB Directions Served L TR L T R L T R L TR Maximum Queue (ft) 150 3496 400 861 175 164 263 177 225 725 Average Queue (ft) 74 1981 256 398 62 74 104 58 92 476 95th Queue (ft) 179 3709 455 835 182 137 204 133 256 680 Link Distance (ft) 3825 1193 2109 4653 Upstream Blk Time (%) 4 0 Queuing Penalty (veh) 0 2 Storage Bay Dist (ft) 50 300 150 100 250 125 Storage Blk Time (%) 19 90 10 42 0 5 10 0 51 Queuing Penalty (veh) 59 55 45 146 1 28 38 0 40 Network Summary Network wide Queuing Penalty: 419 Queuing and Blocking Report Mungo Newton Farms 2035 FNB AM (AP) 2035 FNB AM (AP)SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 71 13 75 216 Average Queue (ft) 27 1 32 85 95th Queue (ft) 56 7 75 163 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 2 28 Queuing Penalty (veh) 6 10 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 1152 3 131 Average Queue (ft) 415 0 47 95th Queue (ft) 1477 3 113 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB SB Directions Served L TR L T R L T R L T R Maximum Queue (ft) 150 3861 400 1193 275 194 286 192 225 658 275 Average Queue (ft) 84 2573 364 880 114 79 129 74 83 319 96 95th Queue (ft) 190 4399 492 1494 307 155 230 158 228 560 286 Link Distance (ft) 3825 1193 2109 4654 Upstream Blk Time (%) 24 8 Queuing Penalty (veh) 0 76 Storage Bay Dist (ft) 50 300 250 100 400 125 250 Storage Blk Time (%) 18 90 42 37 0 4 15 0 34 0 Queuing Penalty (veh) 67 59 245 169 0 24 64 0 81 0 Network Summary Network wide Queuing Penalty: 803 Queuing and Blocking Report Mungo Newton Farms 2027 FNB PM (AP) 2027 FNB PM (AP)SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 106 40 60 107 Average Queue (ft) 49 3 23 42 95th Queue (ft) 88 19 52 80 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 3 3 Queuing Penalty (veh) 4 1 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 115 17 77 Average Queue (ft) 18 1 22 95th Queue (ft) 70 8 60 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB Directions Served L TR L T R L T R L TR Maximum Queue (ft) 150 3874 302 290 175 200 581 350 224 453 Average Queue (ft) 99 3294 142 125 50 108 261 126 61 230 95th Queue (ft) 195 4708 256 243 135 217 467 309 194 391 Link Distance (ft) 3825 1193 2109 4653 Upstream Blk Time (%) 60 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 50 300 150 100 250 125 Storage Blk Time (%) 25 85 0803330 33 Queuing Penalty (veh) 123 110 1 28 0 27 161 1 21 Network Summary Network wide Queuing Penalty: 477 Queuing and Blocking Report Mungo Newton Farms 2035 FNB PM (AP) 2035 FNB PM (AP)SimTraffic Report Davenport Intersection: 100: Sidbury Road/Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 123 36 69 130 Average Queue (ft) 56 3 25 44 95th Queue (ft) 100 19 56 87 Link Distance (ft) 14507 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 6 4 Queuing Penalty (veh) 8 1 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 100 16 116 Average Queue (ft) 18 1 36 95th Queue (ft) 68 9 90 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB WB WB WB NB NB NB SB SB SB Directions Served L TR L T R L T R L T R Maximum Queue (ft) 150 3873 319 329 198 200 536 446 214 306 182 Average Queue (ft) 99 3588 173 154 43 104 273 133 47 147 11 95th Queue (ft) 198 4513 300 288 117 222 453 287 129 257 80 Link Distance (ft) 3825 1193 2109 4654 Upstream Blk Time (%) 75 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 50 300 250 100 400 125 250 Storage Blk Time (%) 20 86 310240 0150 Queuing Penalty (veh) 122 110 11 3 0 18 220 1 23 0 Network Summary Network wide Queuing Penalty: 518 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP AM 2027 Future Build IMP AM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 61 7 96 182 Average Queue (ft) 28 0 25 69 95th Queue (ft) 56 6 57 131 Link Distance (ft) 232 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 1 19 Queuing Penalty (veh) 2 6 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 67 15 87 Average Queue (ft) 4 1 29 95th Queue (ft) 27 8 64 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 150 679 200 548 611 250 200 715 300 224 1062 Average Queue (ft) 89 316 129 227 323 70 125 268 126 80 644 95th Queue (ft) 178 632 243 428 552 209 231 711 329 234 1041 Link Distance (ft) 3822 1193 2097 4653 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 100 550 150 100 250 125 Storage Blk Time (%) 34 76 14 0 36 45 15 1 53 Queuing Penalty (veh) 108 144 36 1 139 236 57 7 44 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP AM 2027 Future Build IMP AM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 8 62 Average Queue (ft) 0 30 95th Queue (ft) 4 54 Link Distance (ft) 13487 1519 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 780 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build AM 2035 Future Build AM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 90 22 150 761 Average Queue (ft) 39 1 87 424 95th Queue (ft) 74 11 193 934 Link Distance (ft) 235 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 23 88 Queuing Penalty (veh) 60 31 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 469 2 676 Average Queue (ft) 118 0 377 95th Queue (ft) 767 2 729 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T R L T R L T R L T R Maximum Queue (ft) 150 1135 200 614 852 350 200 412 257 224 1288 350 Average Queue (ft) 88 607 140 394 485 156 117 188 94 120 739 176 95th Queue (ft) 174 1197 258 648 934 392 211 331 200 266 1243 448 Link Distance (ft) 3822 1193 2097 4654 Upstream Blk Time (%) 1 Queuing Penalty (veh) 13 Storage Bay Dist (ft) 50 100 550 250 100 400 125 250 Storage Blk Time (%) 35 79 14 6 28 23 28 3 58 Queuing Penalty (veh) 143 163 48 46 166 139 127 25 146 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build AM 2035 Future Build AM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement EB WB NB NB Directions Served R L L R Maximum Queue (ft) 4 30 436 62 Average Queue (ft) 0 4 201 19 95th Queue (ft) 3 21 421 42 Link Distance (ft) 235 1104 1104 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1107 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP PM 2027 Future Build IMP PM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 143 32 66 93 Average Queue (ft) 68 4 25 40 95th Queue (ft) 118 20 56 70 Link Distance (ft) 232 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%) 6 3 Queuing Penalty (veh) 8 1 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 151 32 112 Average Queue (ft) 29 1 38 95th Queue (ft) 100 13 95 Link Distance (ft) 3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB Directions Served L T R L T R L T R L TR Maximum Queue (ft) 150 1584 200 518 532 209 200 1212 350 224 520 Average Queue (ft) 112 918 147 327 220 42 137 554 239 76 258 95th Queue (ft) 190 1800 261 623 615 119 243 1248 436 209 454 Link Distance (ft) 3822 1193 2097 4653 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 50 100 550 150 100 250 125 Storage Blk Time (%) 36 72 10 11 10 0 25 46 1 0 37 Queuing Penalty (veh) 195 205 53 41 37 0 227 237 7 0 28 Queuing and Blocking Report Mungo Newton Farms 2027 Future Build IMP PM 2027 Future Build IMP PM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement EB WB NB Directions Served R LT LR Maximum Queue (ft) 2 58 62 Average Queue (ft) 0 6 25 95th Queue (ft) 2 31 50 Link Distance (ft) 13487 1519 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1040 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build IMP PM 2035 Future Build IMP PM SimTraffic Report Davenport Intersection: 100: Sidbury Road & Dairy Farm Road Movement EB WB SB SB Directions Served L TR L R Maximum Queue (ft) 187 41 109 125 Average Queue (ft) 78 5 44 48 95th Queue (ft)148 25 101 91 Link Distance (ft)235 2904 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 50 Storage Blk Time (%)33 6 Queuing Penalty (veh)50 2 Intersection: 200: Blue Clay Road & Sidbury Road Movement WB NB SB Directions Served LR TR LT Maximum Queue (ft) 335 91 437 Average Queue (ft) 66 7 247 95th Queue (ft)359 43 494 Link Distance (ft)3726 1193 3073 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 300: N College Road & Blue Clay Road Movement EB EB EB WB WB WB NB NB NB SB SB SB Directions Served L T R L T R L T R L T R Maximum Queue (ft) 150 3861 200 596 538 133 200 2130 500 225 666 350 Average Queue (ft)90 3259 122 339 211 52 136 1048 398 145 269 28 95th Queue (ft)170 4849 263 579 389 108 249 2269 621 265 472 171 Link Distance (ft)3822 1193 2097 4654 Upstream Blk Time (%)64 9 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)50 100 550 250 100 400 125 250 Storage Blk Time (%) 38 77 3 1 3 4 59 6 29 33 Queuing Penalty (veh) 276 221 22 7 17 43 386 37 124 67 Queuing and Blocking Report Mungo Newton Farms 2035 Future Build IMP PM 2035 Future Build IMP PM SimTraffic Report Davenport Intersection: 400: Site Access 1 & Sidbury Road Movement EB WB NB NB Directions Served R L L R Maximum Queue (ft) 15 56 226 49 Average Queue (ft) 1 18 97 15 95th Queue (ft) 7 45 191 37 Link Distance (ft) 235 1104 1104 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1546 10/5/2023 212010 Avenue One Turning Movement Counts Right Thru Left U-Turn RightThruLeftU-Turn (1-3)122 486 57 0 665 296 (1-3) h Session) (09 (4-7) 3 20 4 0 27 21 (4-7) (8-13) 0 3 4 0 7 8 (8-13) Total 125 509 65 0 699 325 Total 0 0 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 524 10 1 535 18 0 2 16 310 5 7 322 298 1 4 293 0 (1-3) (4-7) (8-13) Total 0 225 1 9 215 0 0 0 0 2048 76 21 2145 0 0 0 0 52 2 3 57 0 0.9491 0 141 2 1 144 541 2 15 524 117 1 3 121 430 5 15 410 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 855 583 0 112 250 221 Total (8-13) 7 5 0 0 5 0 (8-13) (4-7)30 29 0 3 17 9 (4-7) (1-3)818 549 0 109 228 212 (1-3) RightThruLeftU-Turn U-Turn Left Thru Right Northbound NC-132 N College Rd (South) * the Peak Hour Diagram does not include Bikes Volume Bl u e C l a y R d ( W e s t ) Ea s t b o u n d We s t b o u n d Bl u e C l a y R d ( E a s t ) Classes Volume PHF Tuesday, September 13, 2022 Session Parameters Period 0700 - 0900 (Drop Down Menu) Peak Hour 0730 - 0830 Peak Hour Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com NC-132 N College Rd (North) Southbound All vehicles Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 32 81 48 0 161 14 149 37 0 200 15 34 28 0 77 48 76 3 0 127 565 25 57 54 0 136 17 126 28 0 171 10 36 32 0 78 60 91 3 0 154 539 20 54 55 0 129 14 119 35 0 168 17 32 37 0 86 51 60 3 0 114 497 35 58 64 0 157 20 115 25 0 160 15 42 24 0 81 66 71 9 0 146 544 112 250 221 0 583 65 509 125 0 699 57 144 121 0 322 225 298 18 0 541 2145 19.21 42.88 37.91 0.00 - 9.30 72.82 17.88 0.00 - 17.70 44.72 37.58 0.00 - 41.59 55.08 3.33 0.00 - 0.80 0.77 0.86 0.00 0.91 0.81 0.85 0.84 0.00 0.87 0.84 0.86 0.82 0.00 0.94 0.85 0.82 0.50 0.00 0.88 0.95 Bikes Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 31 70 48 0 149 13 145 37 0 195 14 33 26 0 73 43 76 2 0 121 538 25 54 53 0 132 16 117 27 0 160 10 35 32 0 77 59 88 3 0 150 519 19 51 53 0 123 12 116 33 0 161 16 32 36 0 84 50 60 3 0 113 481 34 53 58 0 145 16 108 25 0 149 12 41 23 0 76 63 69 8 0 140 510 109 228 212 0 549 57 486 122 0 665 52 141 117 0 310 215 293 16 0 524 2048 19.85 41.53 38.62 0.00 - 8.57 73.08 18.35 0.00 - 16.77 45.48 37.74 0.00 - 41.03 55.92 3.05 0.00 - 0.80 0.81 0.91 0.00 0.92 0.89 0.84 0.82 0.00 0.85 0.81 0.86 0.81 0.00 0.92 0.85 0.83 0.50 0.00 0.87 0.95 Single Unit Trucks (4-7) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 1 8 0 0 9 0 4 0 0 4 1 0 0 0 1 4 0 1 0 5 19 0 2 1 0 3 1 8 1 0 10 0 1 0 0 1 1 2 0 0 3 17 1 2 2 0 5 1 3 2 0 6 0 0 0 0 0 1 0 0 0 1 12 1 5 6 0 12 2 5 0 0 7 1 1 1 0 3 3 2 1 0 6 28 3 17 9 0 29 4 20 3 0 27 2 2 1 0 5 9 4 2 0 15 76 10.34 58.62 31.03 0.00 - 14.81 74.07 11.11 0.00 - 40.00 40.00 20.00 0.00 - 60.00 26.67 13.33 0.00 - 0.75 0.53 0.38 0.00 0.60 0.50 0.63 0.38 0.00 0.68 0.50 0.50 0.25 0.00 0.42 0.56 0.50 0.50 0.00 0.63 0.68 Combination Trucks (8-13) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0 3 0 0 3 1 0 0 0 1 0 1 2 0 3 1 0 0 0 1 8 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3 0 1 0 0 1 1 0 0 0 1 1 0 1 0 2 0 0 0 0 0 4 0 0 0 0 0 2 2 0 0 4 2 0 0 0 2 0 0 0 0 0 6 0 5 0 0 5 4 3 0 0 7 3 1 3 0 7 1 1 0 0 2 21 0.00 100.00 0.00 0.00 - 57.14 42.86 0.00 0.00 - 42.86 14.29 42.86 0.00 - 50.00 50.00 0.00 0.00 - 0.00 0.42 0.00 0.00 0.42 0.50 0.38 0.00 0.00 0.44 0.38 0.25 0.38 0.00 0.58 0.25 0.25 0.00 0.00 0.50 0.66 Total Approach % PHF Time 0730 - 0745 0745 - 0800 0800 - 0815 0815 - 0830 PHF Northbound Southbound Eastbound Westbound NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West)Blue Clay Rd (East) 0745 - 0800 0800 - 0815 0815 - 0830 Total Approach % NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West) Blue Clay Rd (East) Time Blue Clay Rd (East) Time 0730 - 0745 Approach % PHF Northbound Southbound Eastbound Westbound Northbound Southbound Eastbound NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West) Total Approach % PHF Northbound Southbound Eastbound Time 0730 - 0745 PHF Westbound Blue Clay Rd (East) 0745 - 0800 0800 - 0815 0815 - 0830 0730 - 0745 0745 - 0800 0800 - 0815 0815 - 0830 Total Westbound NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West) 0745 - 0800 0800 - 0815 0815 - 0830 Total Approach % NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West)Blue Clay Rd (East) Time 0730 - 0745 Northbound Southbound Eastbound Westbound Right Thru Left U-Turn RightThruLeftU-Turn (1-3)50 317 27 0 394 606 (1-3) h Session) (09 (4-7) 4 4 2 0 10 14 (4-7) (8-13) 0 3 0 0 3 1 (8-13) Total 54 324 29 0 407 621 Total 0 0 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 321 24 3 348 44 0 3 41 460 9 2 471 176 2 16 158 0 (1-3) (4-7) (8-13) Total 0 223 0 9 214 0 0 0 0 2059 81 10 2150 0 0 0 0 109 3 0 112 0 0.911 0 218 2 2 222 443 2 28 413 133 4 0 137 497 3 26 468 (1-3) (4-7) (8-13) Total Total (8-13) (4-7) (1-3) 0 0 Total 684 829 0 118 465 246 Total (8-13) 3 3 0 1 1 1 (8-13) (4-7)17 34 0 4 8 22 (4-7) (1-3)664 792 0 113 456 223 (1-3) RightThruLeftU-Turn U-Turn Left Thru Right Northbound NC-132 N College Rd (South) * the Peak Hour Diagram does not include Bikes Volume Bl u e C l a y R d ( W e s t ) Ea s t b o u n d We s t b o u n d Bl u e C l a y R d ( E a s t ) Classes Volume PHF Tuesday, September 13, 2022 Session Parameters Period 1600 - 1800 (Drop Down Menu) Peak Hour 1630 - 1730 Peak Hour Peak Hour Turning Movement Count Click here for Map Castle Hayne, NC www.marrtraffic.com NC-132 N College Rd (North) Southbound All vehicles Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 37 107 66 0 210 3 88 13 0 104 26 54 39 0 119 66 81 10 0 157 590 23 107 68 0 198 9 68 17 0 94 22 52 28 0 102 60 35 14 0 109 503 35 117 62 0 214 8 86 13 0 107 32 55 38 0 125 50 29 11 0 90 536 23 134 50 0 207 9 82 11 0 102 32 61 32 0 125 47 31 9 0 87 521 118 465 246 0 829 29 324 54 0 407 112 222 137 0 471 223 176 44 0 443 2150 14.23 56.09 29.67 0.00 - 7.13 79.61 13.27 0.00 - 23.78 47.13 29.09 0.00 - 50.34 39.73 9.93 0.00 - 0.80 0.87 0.90 0.00 0.97 0.81 0.92 0.79 0.00 0.95 0.88 0.91 0.88 0.00 0.94 0.84 0.54 0.79 0.00 0.71 0.91 Bikes Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Passenger Vehicles (1-3) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 33 103 59 0 195 3 86 12 0 101 25 54 38 0 117 65 75 10 0 150 563 23 104 61 0 188 9 66 15 0 90 22 51 27 0 100 56 29 13 0 98 476 35 117 56 0 208 6 83 12 0 101 32 53 37 0 122 48 27 10 0 85 516 22 132 47 0 201 9 82 11 0 102 30 60 31 0 121 45 27 8 0 80 504 113 456 223 0 792 27 317 50 0 394 109 218 133 0 460 214 158 41 0 413 2059 14.27 57.58 28.16 0.00 - 6.85 80.46 12.69 0.00 - 23.70 47.39 28.91 0.00 - 51.82 38.26 9.93 0.00 - 0.81 0.86 0.91 0.00 0.95 0.75 0.92 0.83 0.00 0.97 0.85 0.91 0.88 0.00 0.94 0.82 0.53 0.79 0.00 0.69 0.91 Single Unit Trucks (4-7) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 3 3 6 0 12 0 1 1 0 2 1 0 1 0 2 1 4 0 0 5 21 0 3 7 0 10 0 1 2 0 3 0 1 1 0 2 4 6 1 0 11 26 0 0 6 0 6 2 2 1 0 5 0 1 1 0 2 2 2 1 0 5 18 1 2 3 0 6 0 0 0 0 0 2 0 1 0 3 2 4 1 0 7 16 4 8 22 0 34 2 4 4 0 10 3 2 4 0 9 9 16 3 0 28 81 11.76 23.53 64.71 0.00 - 20.00 40.00 40.00 0.00 - 33.33 22.22 44.44 0.00 - 32.14 57.14 10.71 0.00 - 0.33 0.67 0.79 0.00 0.71 0.25 0.50 0.50 0.00 0.50 0.38 0.50 1.00 0.00 0.75 0.56 0.67 0.75 0.00 0.64 0.78 Combination Trucks (8-13) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 6 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1 1 1 0 3 0 3 0 0 3 0 2 0 0 2 0 2 0 0 2 10 33.33 33.33 33.33 0.00 - 0.00 100.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 0.00 100.00 0.00 0.00 - 0.25 0.25 0.25 0.00 0.25 0.00 0.75 0.00 0.00 0.75 0.00 0.50 0.00 0.00 0.50 0.00 0.25 0.00 0.00 0.25 0.42 Total Approach % PHF Time 1630 - 1645 1645 - 1700 1700 - 1715 1715 - 1730 PHF Northbound Southbound Eastbound Westbound NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West)Blue Clay Rd (East) 1645 - 1700 1700 - 1715 1715 - 1730 Total Approach % NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West) Blue Clay Rd (East) Time Blue Clay Rd (East) Time 1630 - 1645 Approach % PHF Northbound Southbound Eastbound Westbound Northbound Southbound Eastbound NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West) Total Approach % PHF Northbound Southbound Eastbound Time 1630 - 1645 PHF Westbound Blue Clay Rd (East) 1645 - 1700 1700 - 1715 1715 - 1730 1630 - 1645 1645 - 1700 1700 - 1715 1715 - 1730 Total Westbound NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West) 1645 - 1700 1700 - 1715 1715 - 1730 Total Approach % NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West)Blue Clay Rd (East) Time 1630 - 1645 Northbound Southbound Eastbound Westbound Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 2 of 2 NC-132 N College Rd (South) NC-132 N College Rd (Nor Site 2 of 2 Weather Blue Clay Rd (West)NC-132 N College Rd (South)Fair Blue Clay Rd (East)NC-132 N College Rd (North)82°F Blue Clay Rd (West)Lat/Long Lat/Long Blue Clay Rd (East)34.322695°, -77.883411° 34.322695°, -77.883411° Date ###################0700 - 0900 (Weekday 2h Session) (09-13-2022) All vehicles Weather Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0700 - 0715 34 50 22 0 106 10 93 43 0 146 10 22 14 0 46 33 39 3 0 75 373 0715 - 0730 28 77 53 0 158 10 114 33 0 157 6 26 24 0 56 47 59 1 0 107 478 0730 - 0745 32 81 48 0 161 14 149 37 0 200 15 34 28 0 77 48 76 3 0 127 565 0745 - 0800 25 57 54 0 136 17 126 28 0 171 10 36 32 0 78 60 91 3 0 154 539 Hourly Total 119 265 177 0 561 51 482 141 0 674 41 118 98 0 257 188 265 10 0 463 1955 0800 - 0815 20 54 55 0 129 14 119 35 0 168 17 32 37 0 86 51 60 3 0 114 497 0815 - 0830 35 58 64 0 157 20 115 25 0 160 15 42 24 0 81 66 71 9 0 146 544 0830 - 0845 19 48 94 0 161 29 84 17 0 130 9 40 18 0 67 63 57 1 0 121 479 0845 - 0900 19 52 112 0 183 26 91 18 0 135 5 67 14 0 86 52 52 6 0 110 514 Hourly Total 93 212 325 0 630 89 409 95 0 593 46 181 93 0 320 232 240 19 0 491 2034 Grand Total 212 477 502 0 1191 140 891 236 0 1267 87 299 191 0 577 420 505 29 0 954 3989 Approach %17.80 40.05 42.15 0.00 -11.05 70.32 18.63 0.00 -15.08 51.82 33.10 0.00 -44.03 52.94 3.04 0.00 - Intersection %5.31 11.96 12.58 0.00 29.86 3.51 22.34 5.92 0.00 31.76 2.18 7.50 4.79 0.00 14.46 10.53 12.66 0.73 0.00 23.92 PHF 0.80 0.77 0.86 0.00 0.91 0.81 0.85 0.84 0.00 0.87 0.84 0.86 0.82 0.00 0.94 0.85 0.82 0.50 0.00 0.88 0.95 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (09-13-2022) All vehicles All vehicles 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 1600 - 1615 27 104 73 0 204 8 81 5 0 94 31 43 30 0 104 45 34 10 0 89 491 1615 - 1630 30 100 71 0 201 11 73 8 0 92 20 71 28 0 119 46 42 7 0 95 507 1630 - 1645 37 107 66 0 210 3 88 13 0 104 26 54 39 0 119 66 81 10 0 157 590 1645 - 1700 23 107 68 0 198 9 68 17 0 94 22 52 28 0 102 60 35 14 0 109 503 Hourly Total 117 418 278 0 813 31 310 43 0 384 99 220 125 0 444 217 192 41 0 450 2091 1700 - 1715 35 117 62 0 214 8 86 13 0 107 32 55 38 0 125 50 29 11 0 90 536 1715 - 1730 23 134 50 0 207 9 82 11 0 102 32 61 32 0 125 47 31 9 0 87 521 1730 - 1745 22 117 52 0 191 10 69 8 0 87 26 75 35 0 136 39 30 7 0 76 490 1745 - 1800 27 120 45 0 192 7 81 14 0 102 21 45 29 0 95 58 19 7 0 84 473 Hourly Total 107 488 209 0 804 34 318 46 0 398 111 236 134 0 481 194 109 34 0 337 2020 Grand Total 224 906 487 0 1617 65 628 89 0 782 210 456 259 0 925 411 301 75 0 787 4111 Approach %13.85 56.03 30.12 0.00 -8.31 80.31 11.38 0.00 -22.70 49.30 28.00 0.00 -52.22 38.25 9.53 0.00 - Intersection %5.45 22.04 11.85 0.00 39.33 1.58 15.28 2.16 0.00 19.02 5.11 11.09 6.30 0.00 22.50 10.00 7.32 1.82 0.00 19.14 PHF 0.80 0.87 0.90 0.00 0.97 0.81 0.92 0.79 0.00 0.95 0.88 0.91 0.88 0.00 0.94 0.84 0.54 0.79 0.00 0.71 0.91 Date Tuesday, September 13, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Bikes Castle Hayne, NC www.marrtraffic.com Site 2 of 2 NC-132 N College Rd (South) NC-132 N College Rd (Nor Site 2 of 2 Weather Blue Clay Rd (West)NC-132 N College Rd (South)Fair Blue Clay Rd (East)NC-132 N College Rd (North)82°F Blue Clay Rd (West)Lat/Long Lat/Long Blue Clay Rd (East)34.322695°, -77.883411° 34.322695°, -77.883411° Date ###################0700 - 0900 (Weekday 2h Session) (09-13-2022) Bikes Weather Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 Hourly Total 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Grand Total 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 Approach %100.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 100.00 0.00 0.00 -0.00 0.00 0.00 0.00 - Intersection %50.00 0.00 0.00 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 0.00 0.00 50.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (09-13-2022) Bikes Bikes 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, September 13, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Passenger Vehicles (1-3) Castle Hayne, NC www.marrtraffic.com Site 2 of 2 NC-132 N College Rd (South) NC-132 N College Rd (Nor Site 2 of 2 Weather Blue Clay Rd (West)NC-132 N College Rd (South)Fair Blue Clay Rd (East)NC-132 N College Rd (North)82°F Blue Clay Rd (West)Lat/Long Lat/Long Blue Clay Rd (East)34.322695°, -77.883411° 34.322695°, -77.883411° Date ###################0700 - 0900 (Weekday 2h Session) (09-13-2022) Passenger Vehicles (1-3) Weather Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0700 - 0715 34 48 22 0 104 10 91 41 0 142 10 21 14 0 45 33 38 1 0 72 363 0715 - 0730 25 74 47 0 146 9 106 30 0 145 6 24 23 0 53 46 58 0 0 104 448 0730 - 0745 31 70 48 0 149 13 145 37 0 195 14 33 26 0 73 43 76 2 0 121 538 0745 - 0800 25 54 53 0 132 16 117 27 0 160 10 35 32 0 77 59 88 3 0 150 519 Hourly Total 115 246 170 0 531 48 459 135 0 642 40 113 95 0 248 181 260 6 0 447 1868 0800 - 0815 19 51 53 0 123 12 116 33 0 161 16 32 36 0 84 50 60 3 0 113 481 0815 - 0830 34 53 58 0 145 16 108 25 0 149 12 41 23 0 76 63 69 8 0 140 510 0830 - 0845 17 46 85 0 148 24 79 16 0 119 8 40 17 0 65 61 56 1 0 118 450 0845 - 0900 18 48 108 0 174 21 82 18 0 121 5 62 13 0 80 48 49 6 0 103 478 Hourly Total 88 198 304 0 590 73 385 92 0 550 41 175 89 0 305 222 234 18 0 474 1919 Grand Total 203 444 474 0 1121 121 844 227 0 1192 81 288 184 0 553 403 494 24 0 921 3787 Approach %18.11 39.61 42.28 0.00 -10.15 70.81 19.04 0.00 -14.65 52.08 33.27 0.00 -43.76 53.64 2.61 0.00 - Intersection %5.36 11.72 12.52 0.00 29.60 3.20 22.29 5.99 0.00 31.48 2.14 7.60 4.86 0.00 14.60 10.64 13.04 0.63 0.00 24.32 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (09-13-2022) Passenger Vehicles (1-3)Passenger Vehicles (1-3) 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 1600 - 1615 27 101 69 0 197 6 77 5 0 88 29 43 29 0 101 44 31 7 0 82 468 1615 - 1630 26 97 67 0 190 10 69 7 0 86 20 70 26 0 116 45 37 6 0 88 480 1630 - 1645 33 103 59 0 195 3 86 12 0 101 25 54 38 0 117 65 75 10 0 150 563 1645 - 1700 23 104 61 0 188 9 66 15 0 90 22 51 27 0 100 56 29 13 0 98 476 Hourly Total 109 405 256 0 770 28 298 39 0 365 96 218 120 0 434 210 172 36 0 418 1987 1700 - 1715 35 117 56 0 208 6 83 12 0 101 32 53 37 0 122 48 27 10 0 85 516 1715 - 1730 22 132 47 0 201 9 82 11 0 102 30 60 31 0 121 45 27 8 0 80 504 1730 - 1745 21 116 48 0 185 9 69 8 0 86 26 75 34 0 135 38 27 7 0 72 478 1745 - 1800 26 120 43 0 189 7 80 13 0 100 21 44 28 0 93 57 17 7 0 81 463 Hourly Total 104 485 194 0 783 31 314 44 0 389 109 232 130 0 471 188 98 32 0 318 1961 Grand Total 213 890 450 0 1553 59 612 83 0 754 205 450 250 0 905 398 270 68 0 736 3948 Approach %13.72 57.31 28.98 0.00 -7.82 81.17 11.01 0.00 -22.65 49.72 27.62 0.00 -54.08 36.68 9.24 0.00 - Intersection %5.40 22.54 11.40 0.00 39.34 1.49 15.50 2.10 0.00 19.10 5.19 11.40 6.33 0.00 22.92 10.08 6.84 1.72 0.00 18.64 Date Tuesday, September 13, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Single Unit Trucks (4-7) Castle Hayne, NC www.marrtraffic.com Site 2 of 2 NC-132 N College Rd (South) NC-132 N College Rd (Nor Site 2 of 2 Weather Blue Clay Rd (West)NC-132 N College Rd (South)Fair Blue Clay Rd (East)NC-132 N College Rd (North)82°F Blue Clay Rd (West)Lat/Long Lat/Long Blue Clay Rd (East)34.322695°, -77.883411° 34.322695°, -77.883411° Date ###################0700 - 0900 (Weekday 2h Session) (09-13-2022) Single Unit Trucks (4-7) Weather Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0700 - 0715 0 2 0 0 2 0 2 2 0 4 0 1 0 0 1 0 1 2 0 3 10 0715 - 0730 2 3 6 0 11 1 8 3 0 12 0 0 1 0 1 0 1 1 0 2 26 0730 - 0745 1 8 0 0 9 0 4 0 0 4 1 0 0 0 1 4 0 1 0 5 19 0745 - 0800 0 2 1 0 3 1 8 1 0 10 0 1 0 0 1 1 2 0 0 3 17 Hourly Total 3 15 7 0 25 2 22 6 0 30 1 2 1 0 4 5 4 4 0 13 72 0800 - 0815 1 2 2 0 5 1 3 2 0 6 0 0 0 0 0 1 0 0 0 1 12 0815 - 0830 1 5 6 0 12 2 5 0 0 7 1 1 1 0 3 3 2 1 0 6 28 0830 - 0845 1 2 9 0 12 4 5 1 0 10 1 0 0 0 1 1 1 0 0 2 25 0845 - 0900 1 4 4 0 9 5 7 0 0 12 0 4 0 0 4 2 3 0 0 5 30 Hourly Total 4 13 21 0 38 12 20 3 0 35 2 5 1 0 8 7 6 1 0 14 95 Grand Total 7 28 28 0 63 14 42 9 0 65 3 7 2 0 12 12 10 5 0 27 167 Approach %11.11 44.44 44.44 0.00 -21.54 64.62 13.85 0.00 -25.00 58.33 16.67 0.00 -44.44 37.04 18.52 0.00 - Intersection %4.19 16.77 16.77 0.00 37.72 8.38 25.15 5.39 0.00 38.92 1.80 4.19 1.20 0.00 7.19 7.19 5.99 2.99 0.00 16.17 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (09-13-2022) Single Unit Trucks (4-7)Single Unit Trucks (4-7) 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 1600 - 1615 0 2 2 0 4 2 4 0 0 6 2 0 0 0 2 1 3 3 0 7 19 1615 - 1630 4 2 4 0 10 1 4 1 0 6 0 1 1 0 2 1 5 1 0 7 25 1630 - 1645 3 3 6 0 12 0 1 1 0 2 1 0 1 0 2 1 4 0 0 5 21 1645 - 1700 0 3 7 0 10 0 1 2 0 3 0 1 1 0 2 4 6 1 0 11 26 Hourly Total 7 10 19 0 36 3 10 4 0 17 3 2 3 0 8 7 18 5 0 30 91 1700 - 1715 0 0 6 0 6 2 2 1 0 5 0 1 1 0 2 2 2 1 0 5 18 1715 - 1730 1 2 3 0 6 0 0 0 0 0 2 0 1 0 3 2 4 1 0 7 16 1730 - 1745 1 0 4 0 5 1 0 0 0 1 0 0 1 0 1 1 3 0 0 4 11 1745 - 1800 1 0 2 0 3 0 1 0 0 1 0 1 1 0 2 1 2 0 0 3 9 Hourly Total 3 2 15 0 20 3 3 1 0 7 2 2 4 0 8 6 11 2 0 19 54 Grand Total 10 12 34 0 56 6 13 5 0 24 5 4 7 0 16 13 29 7 0 49 145 Approach %17.86 21.43 60.71 0.00 -25.00 54.17 20.83 0.00 -31.25 25.00 43.75 0.00 -26.53 59.18 14.29 0.00 - Intersection %6.90 8.28 23.45 0.00 38.62 4.14 8.97 3.45 0.00 16.55 3.45 2.76 4.83 0.00 11.03 8.97 20.00 4.83 0.00 33.79 Date Tuesday, September 13, 2022 Castle Hayne, NC Classified Turn Movement Classified Turn Movement Count || Combination Trucks (8-13) Castle Hayne, NC www.marrtraffic.com Site 2 of 2 NC-132 N College Rd (South) NC-132 N College Rd (Nor Site 2 of 2 Weather Blue Clay Rd (West)NC-132 N College Rd (South)Fair Blue Clay Rd (East)NC-132 N College Rd (North)82°F Blue Clay Rd (West)Lat/Long Lat/Long Blue Clay Rd (East)34.322695°, -77.883411° 34.322695°, -77.883411° Date ###################0700 - 0900 (Weekday 2h Session) (09-13-2022) Combination Trucks (8-13) Weather Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 4 0730 - 0745 0 3 0 0 3 1 0 0 0 1 0 1 2 0 3 1 0 0 0 1 8 0745 - 0800 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3 Hourly Total 1 4 0 0 5 1 1 0 0 2 0 3 2 0 5 2 1 0 0 3 15 0800 - 0815 0 1 0 0 1 1 0 0 0 1 1 0 1 0 2 0 0 0 0 0 4 0815 - 0830 0 0 0 0 0 2 2 0 0 4 2 0 0 0 2 0 0 0 0 0 6 0830 - 0845 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 0 0 1 3 0845 - 0900 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 2 0 0 0 2 5 Hourly Total 0 1 0 0 1 4 4 0 0 8 3 0 3 0 6 3 0 0 0 3 18 Grand Total 1 5 0 0 6 5 5 0 0 10 3 3 5 0 11 5 1 0 0 6 33 Approach %16.67 83.33 0.00 0.00 -50.00 50.00 0.00 0.00 -27.27 27.27 45.45 0.00 -83.33 16.67 0.00 0.00 - Intersection %3.03 15.15 0.00 0.00 18.18 15.15 15.15 0.00 0.00 30.30 9.09 9.09 15.15 0.00 33.33 15.15 3.03 0.00 0.00 18.18 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (09-13-2022) Combination Trucks (8-13)Combination Trucks (8-13) 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Left Thru Right U-Turn App Int TIME 2.1 2.2 2.3 2.4 Total 2.5 2.6 2.7 2.8 Total 2.9 2.10 2.11 2.12 Total 2.13 2.14 2.15 2.16 Total Total 1600 - 1615 0 1 2 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 4 1615 - 1630 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2 1630 - 1645 1 1 1 0 3 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 6 1645 - 1700 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Hourly Total 1 3 3 0 7 0 2 0 0 2 0 0 2 0 2 0 2 0 0 2 13 1700 - 1715 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 2 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 1730 - 1745 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1745 - 1800 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 Hourly Total 0 1 0 0 1 0 1 1 0 2 0 2 0 0 2 0 0 0 0 0 5 Grand Total 1 4 3 0 8 0 3 1 0 4 0 2 2 0 4 0 2 0 0 2 18 Approach %12.50 50.00 37.50 0.00 -0.00 75.00 25.00 0.00 -0.00 50.00 50.00 0.00 -0.00 100.00 0.00 0.00 - Intersection %5.56 22.22 16.67 0.00 44.44 0.00 16.67 5.56 0.00 22.22 0.00 11.11 11.11 0.00 22.22 0.00 11.11 0.00 0.00 11.11 Date Tuesday, September 13, 2022 Castle Hayne, NC Pedestrian Count Pedestrian Count || All vehicles Castle Hayne, NC www.marrtraffic.com Site 2 of 2 NC-132 N College Rd (South) NC-132 N College Rd (Nor Site 2 of 2 Weather Blue Clay Rd (West)NC-132 N College Rd (South)Fair Blue Clay Rd (East)NC-132 N College Rd (North)82°F Blue Clay Rd (West)Lat/Long Lat/Long Blue Clay Rd (East)34.322695°, -77.883411° 34.322695°, -77.883411° Date ###################0700 - 0900 (Weekday 2h Session) (09-13-2022) Pedestrians Weather Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) EB WB App EB WB App NB SB App NB SB App Int TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total 0700 - 0715 0 0 0 0 0 0 0 0 0 0 0 0 0 0715 - 0730 0 0 0 0 0 0 0 0 0 0 0 0 0 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 - 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1600 - 1800 (Weekday 2h 1600 - 1800 (Weekday 2h Session) (09-13-2022) Pedestrians Pedestrians 1 2 3 4 6 7 8 9 11 12 13 14 16 17 18 19 Northbound Southbound Eastbound Westbound NC-132 N College Rd (South) NC-132 N College Rd (North) Blue Clay Rd (West) Blue Clay Rd (East) EB WB App EB WB App NB SB App NB SB App Int TIME 2a 2b Total 2c 2d Total 2e 2f Total 2g 2h Total Total 1600 - 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 - 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Approach %0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 - Intersection %0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Date Tuesday, September 13, 2022 Start Date: 9/13/2022 Time NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 15 Minute Totals 12:00 AM - 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM - 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM - 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM - 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM - 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM - 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM - 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM - 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM - 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM - 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM - 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM - 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM - 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM - 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM - 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM - 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM - 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM - 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM - 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM - 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM - 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM - 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM - 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM - 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM - 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM - 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM - 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM - 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM - 07:15 AM 34 50 22 10 93 43 10 22 14 33 39 3 373 07:15 AM - 07:30 AM 28 77 53 10 114 33 6 26 24 47 59 1 478 07:30 AM - 07:45 AM 32 81 48 14 149 37 15 34 28 48 76 3 565 07:45 AM - 08:00 AM 25 57 54 17 126 28 10 36 32 60 91 3 539 08:00 AM - 08:15 AM 20 54 55 14 119 35 17 32 37 51 60 3 497 08:15 AM - 08:30 AM 35 58 64 20 115 25 15 42 24 66 71 9 544 08:30 AM - 08:45 AM 19 48 94 29 84 17 9 40 18 63 57 1 479 08:45 AM - 09:00 AM 19 52 112 26 91 18 5 67 14 52 52 6 514 09:00 AM - 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM - 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM - 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM - 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM - 10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 AM - 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 AM - 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM - 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM - 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM - 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM - 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM - 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM - 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM - 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM - 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM - 01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 PM - 01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 PM - 01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 PM - 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM - 02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM - 02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 PM - 02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 PM - 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 PM - 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM - 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM - 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM - 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM - 04:15 PM 27 104 73 8 81 5 31 43 30 45 34 10 491 04:15 PM - 04:30 PM 30 100 71 11 73 8 20 71 28 46 42 7 507 04:30 PM - 04:45 PM 37 107 66 3 88 13 26 54 39 66 81 10 590 04:45 PM - 05:00 PM 23 107 68 9 68 17 22 52 28 60 35 14 503 05:00 PM - 05:15 PM 35 117 62 8 86 13 32 55 38 50 29 11 536 05:15 PM - 05:30 PM 23 134 50 9 82 11 32 61 32 47 31 9 521 05:30 PM - 05:45 PM 22 117 52 10 69 8 26 75 35 39 30 7 490 05:45 PM - 06:00 PM 27 120 45 7 81 14 21 45 29 58 19 7 473 06:00 PM - 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM - 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 PM - 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM - 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 PM - 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM - 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM - 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM - 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 PM - 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM - 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM - 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM - 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM - 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM - 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM - 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM - 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM - 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM - 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM - 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM - 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM - 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM - 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM - 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM - 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 NC-132 N College Rd (South)NC-132 N College Rd (North)Blue Clay Rd (West)Blue Clay Rd (East) Northbound Southbound Eastbound Westbound File Name : Wilmington(Blue Clay and Sidbury) Site Code : Start Date : 4/27/2022 Page No : 1 Groups Printed- Cars + - Trucks Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total 07:00 AM 5 10 15 4 97 101 50 0 50 166 07:15 AM 2 7 9 4 109 113 57 1 58 180 07:30 AM 3 6 9 1 149 150 43 1 44 203 07:45 AM 1 8 9 10 143 153 47 1 48 210 Total 11 31 42 19 498 517 197 3 200 759 08:00 AM 2 4 6 5 100 105 60 1 61 172 08:15 AM 3 4 7 3 98 101 57 1 58 166 08:30 AM 2 2 4 4 48 52 67 2 69 125 08:45 AM 2 4 6 2 84 86 75 1 76 168 Total 9 14 23 14 330 344 259 5 264 631 Grand Total 20 45 65 33 828 861 456 8 464 1390 Apprch %30.8 69.2 3.8 96.2 98.3 1.7 Total %1.4 3.2 4.7 2.4 59.6 61.9 32.8 0.6 33.4 Cars +20 42 62 26 798 824 411 7 418 1304 % Cars +100 93.3 95.4 78.8 96.4 95.7 90.1 87.5 90.1 93.8 Trucks 0 3 3 7 30 37 45 1 46 86 % Trucks 0 6.7 4.6 21.2 3.6 4.3 9.9 12.5 9.9 6.2 File Name : Wilmington(Blue Clay and Sidbury) Site Code : Start Date : 4/27/2022 Page No : 2 Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 2 7 9 4 109 113 57 1 58 180 07:30 AM 3 6 9 1 149 150 43 1 44 203 07:45 AM 1 8 9 10 143 153 47 1 48 210 08:00 AM 2 4 6 5 100 105 60 1 61 172 Total Volume 8 25 33 20 501 521 207 4 211 765 % App. Total 24.2 75.8 3.8 96.2 98.1 1.9 PHF .667 .781 .917 .500 .841 .851 .863 1.00 .865 .911 Blue Clay Road S i d b u r y R o a d Blue Clay Road Thru 8 Left 25 InOut Total 24 33 57 Ri g h t 20 Le f t 50 1 Ou t To t a l In 23 2 5 2 1 7 5 3 Thru 4 Right 207 Out TotalIn 509 211 720 Peak Hour Begins at 07:15 AM Cars + Trucks Peak Hour Data North File Name : Wilmington(Blue Clay and Sidbury) Site Code : Start Date : 4/27/2022 Page No : 1 Groups Printed- Cars + - Trucks Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total 04:00 PM 1 4 5 4 65 69 97 4 101 175 04:15 PM 1 3 4 10 114 124 84 3 87 215 04:30 PM 1 4 5 9 100 109 120 11 131 245 04:45 PM 0 1 1 7 94 101 114 3 117 219 Total 3 12 15 30 373 403 415 21 436 854 05:00 PM 3 4 7 2 70 72 99 1 100 179 05:15 PM 4 7 11 3 68 71 95 4 99 181 05:30 PM 0 3 3 6 84 90 102 5 107 200 05:45 PM 2 5 7 4 90 94 75 1 76 177 Total 9 19 28 15 312 327 371 11 382 737 Grand Total 12 31 43 45 685 730 786 32 818 1591 Apprch %27.9 72.1 6.2 93.8 96.1 3.9 Total %0.8 1.9 2.7 2.8 43.1 45.9 49.4 2 51.4 Cars +12 30 42 45 649 694 752 30 782 1518 % Cars +100 96.8 97.7 100 94.7 95.1 95.7 93.8 95.6 95.4 Trucks 0 1 1 0 36 36 34 2 36 73 % Trucks 0 3.2 2.3 0 5.3 4.9 4.3 6.2 4.4 4.6 File Name : Wilmington(Blue Clay and Sidbury) Site Code : Start Date : 4/27/2022 Page No : 2 Blue Clay Road Southbound Sidbury Road Westbound Blue Clay Road Northbound Start Time Thru Left App. Total Right Left App. Total Right Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 1 3 4 10 114 124 84 3 87 215 04:30 PM 1 4 5 9 100 109 120 11 131 245 04:45 PM 0 1 1 7 94 101 114 3 117 219 05:00 PM 3 4 7 2 70 72 99 1 100 179 Total Volume 5 12 17 28 378 406 417 18 435 858 % App. Total 29.4 70.6 6.9 93.1 95.9 4.1 PHF .417 .750 .607 .700 .829 .819 .869 .409 .830 .876 Blue Clay Road S i d b u r y R o a d Blue Clay Road Thru 5 Left 12 InOut Total 46 17 63 Ri g h t 28 Le f t 37 8 Ou t To t a l In 42 9 4 0 6 8 3 5 Thru 18 Right 417 Out TotalIn 383 435 818 Peak Hour Begins at 04:15 PM Cars + Trucks Peak Hour Data North File Name : Wilmington(Dairy Farm and Sidbury) Site Code : Start Date : 4/27/2023 Page No : 1 Groups Printed- Cars - Trucks Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left UTrn App. Total Right Thru UTrn App. Total Thru Left UTrn App. Total Int. Total 06:00 AM 14 1 0 15 0 20 0 20 7 9 0 16 51 06:15 AM 23 2 0 25 3 32 0 35 9 6 0 15 75 06:30 AM 26 2 0 28 4 39 0 43 14 13 0 27 98 06:45 AM 31 3 0 34 1 70 0 71 20 13 0 33 138 Total 94 8 0 102 8 161 0 169 50 41 0 91 362 07:00 AM 40 4 0 44 1 66 0 67 28 16 0 44 155 07:15 AM 35 3 0 38 2 91 0 93 28 15 0 43 174 07:30 AM 59 5 0 64 7 110 0 117 28 14 0 42 223 07:45 AM 64 5 0 69 3 97 0 100 27 18 0 45 214 Total 198 17 0 215 13 364 0 377 111 63 0 174 766 08:00 AM 22 4 0 26 5 87 0 92 35 23 0 58 176 08:15 AM 25 5 0 30 9 78 0 87 48 15 0 63 180 08:30 AM 25 12 0 37 7 37 0 44 50 17 0 67 148 08:45 AM 45 9 0 54 2 46 0 48 59 20 0 79 181 Total 117 30 0 147 23 248 0 271 192 75 0 267 685 09:00 AM 46 15 0 61 3 21 0 24 35 25 0 60 145 09:15 AM 26 10 0 36 8 23 0 31 26 20 0 46 113 09:30 AM 26 8 0 34 8 16 0 24 22 21 1 44 102 09:45 AM 40 5 0 45 6 37 0 43 17 14 0 31 119 Total 138 38 0 176 25 97 0 122 100 80 1 181 479 10:00 AM 40 8 0 48 11 37 0 48 18 13 0 31 127 10:15 AM 25 4 0 29 8 45 0 53 22 17 0 39 121 10:30 AM 37 2 0 39 1 35 0 36 26 15 0 41 116 10:45 AM 22 8 0 30 4 48 0 52 29 22 0 51 133 Total 124 22 0 146 24 165 0 189 95 67 0 162 497 11:00 AM 28 4 0 32 5 47 0 52 29 13 0 42 126 11:15 AM 18 4 0 22 0 40 0 40 24 15 0 39 101 11:30 AM 15 3 0 18 6 34 0 40 38 16 0 54 112 11:45 AM 15 2 0 17 5 31 0 36 49 14 0 63 116 Total 76 13 0 89 16 152 0 168 140 58 0 198 455 12:00 PM 20 0 0 20 1 35 0 36 25 26 0 51 107 12:15 PM 19 2 0 21 7 29 0 36 27 18 0 45 102 12:30 PM 21 1 0 22 5 32 0 37 23 16 0 39 98 12:45 PM 12 2 0 14 5 41 0 46 38 15 0 53 113 Total 72 5 0 77 18 137 0 155 113 75 0 188 420 01:00 PM 4 0 0 4 6 33 0 39 27 19 0 46 89 01:15 PM 16 6 0 22 0 38 0 38 30 18 0 48 108 01:30 PM 15 0 0 15 2 34 0 36 35 25 0 60 111 01:45 PM 16 3 0 19 9 31 0 40 32 28 0 60 119 Total 51 9 0 60 17 136 0 153 124 90 0 214 427 File Name : Wilmington(Dairy Farm and Sidbury) Site Code : Start Date : 4/27/2023 Page No : 2 Groups Printed- Cars - Trucks Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left UTrn App. Total Right Thru UTrn App. Total Thru Left UTrn App. Total Int. Total 02:00 PM 15 4 0 19 4 39 0 43 24 25 0 49 111 02:15 PM 12 0 0 12 6 31 0 37 33 23 0 56 105 02:30 PM 14 4 0 18 3 24 0 27 34 29 0 63 108 02:45 PM 16 4 0 20 3 29 0 32 35 13 0 48 100 Total 57 12 0 69 16 123 0 139 126 90 0 216 424 03:00 PM 20 2 0 22 7 37 0 44 30 29 0 59 125 03:15 PM 13 4 0 17 6 65 0 71 27 20 0 47 135 03:30 PM 14 7 0 21 7 65 0 72 40 32 0 72 165 03:45 PM 15 3 0 18 6 37 0 43 69 29 0 98 159 Total 62 16 0 78 26 204 0 230 166 110 0 276 584 04:00 PM 16 6 0 22 7 52 1 60 50 47 0 97 179 04:15 PM 17 8 0 25 12 97 0 109 46 55 0 101 235 04:30 PM 20 2 0 22 12 65 0 77 62 74 0 136 235 04:45 PM 25 8 0 33 8 65 0 73 37 75 0 112 218 Total 78 24 0 102 39 279 1 319 195 251 0 446 867 05:00 PM 28 4 0 32 16 46 0 62 51 55 0 106 200 05:15 PM 16 1 0 17 7 51 0 58 50 55 0 105 180 05:30 PM 25 3 0 28 4 69 0 73 38 63 0 101 202 05:45 PM 18 0 0 18 8 66 0 74 36 43 0 79 171 Total 87 8 0 95 35 232 0 267 175 216 0 391 753 06:00 PM 12 2 0 14 4 38 0 42 25 38 0 63 119 06:15 PM 20 6 0 26 3 40 0 43 22 30 0 52 121 06:30 PM 14 5 0 19 3 32 0 35 22 22 0 44 98 06:45 PM 12 2 0 14 3 29 0 32 16 15 0 31 77 Total 58 15 0 73 13 139 0 152 85 105 0 190 415 Grand Total 1212 217 0 1429 273 2437 1 2711 1672 1321 1 2994 7134 Apprch %84.8 15.2 0 10.1 89.9 0 55.8 44.1 0 Total %17 3 0 20 3.8 34.2 0 38 23.4 18.5 0 42 Cars 1060 201 0 1261 227 2356 1 2584 1595 1156 1 2752 6597 % Cars 87.5 92.6 0 88.2 83.2 96.7 100 95.3 95.4 87.5 100 91.9 92.5 Trucks 152 16 0 168 46 81 0 127 77 165 0 242 537 % Trucks 12.5 7.4 0 11.8 16.8 3.3 0 4.7 4.6 12.5 0 8.1 7.5 File Name : Wilmington(Dairy Farm and Sidbury) Site Code : Start Date : 4/27/2023 Page No : 3 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left UTrn App. Total Right Thru UTrn App. Total Thru Left UTrn App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 59 5 0 64 7 110 0 117 28 14 0 42 223 07:45 AM 64 5 0 69 3 97 0 100 27 18 0 45 214 08:00 AM 22 4 0 26 5 87 0 92 35 23 0 58 176 08:15 AM 25 5 0 30 9 78 0 87 48 15 0 63 180 Total Volume 170 19 0 189 24 372 0 396 138 70 0 208 793 % App. Total 89.9 10.1 0 6.1 93.9 0 66.3 33.7 0 PHF .664 .950 .000 .685 .667 .845 .000 .846 .719 .761 .000 .825 .889 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 170 Left 19 UTrn 0 InOut Total 94 189 283 Out 0 In 0 Total 0 Ri g h t 24 Th r u 37 2 UT r n 0 Ou t To t a l In 15 7 3 9 6 5 5 3 Out 0 In 0 To t a l 0 Out 0 In 0 Total 0 UT r n 0 Le f t 70 Th r u 13 8 To t a l Ou t In 54 2 2 0 8 7 5 0 Ou t 0 In 0 To t a l 0 Peak Hour Begins at 07:30 AM Cars Trucks Peak Hour Data North File Name : Wilmington(Dairy Farm and Sidbury) Site Code : Start Date : 4/27/2023 Page No : 4 Dairy Farm Road Southbound Sidbury Road Westbound Sidbury Road Eastbound Start Time Right Left UTrn App. Total Right Thru UTrn App. Total Thru Left UTrn App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 17 8 0 25 12 97 0 109 46 55 0 101 235 04:30 PM 20 2 0 22 12 65 0 77 62 74 0 136 235 04:45 PM 25 8 0 33 8 65 0 73 37 75 0 112 218 05:00 PM 28 4 0 32 16 46 0 62 51 55 0 106 200 Total Volume 90 22 0 112 48 273 0 321 196 259 0 455 888 % App. Total 80.4 19.6 0 15 85 0 43.1 56.9 0 PHF .804 .688 .000 .848 .750 .704 .000 .736 .790 .863 .000 .836 .945 Dairy Farm Road S i d b u r y R o a d S i d b u r y R o a d Right 90 Left 22 UTrn 0 InOut Total 307 112 419 Out 0 In 0 Total 0 Ri g h t 48 Th r u 27 3 UT r n 0 Ou t To t a l In 21 8 3 2 1 5 3 9 Out 0 In 0 To t a l 0 Out 0 In 0 Total 0 UT r n 0 Le f t 25 9 Th r u 19 6 To t a l Ou t In 36 3 4 5 5 8 1 8 Ou t 0 In 0 To t a l 0 Peak Hour Begins at 04:15 PM Cars Trucks Peak Hour Data North 10/5/2023 212010 Avenue One Supporting Documentation Opposing Lefts Opposing Rights AM 373 16 AM 373 92 PM 849 52 PM 849 296 Peak Hour Volumes Peak Hour Volumes AM Peak Hour, Vr PM Peak Hour, Vr AM Peak Hour, Vl PM Peak Hour, Vl TURN LANE WARRANT SUMMARY FUTURE BUILD SIDBURY ROAD AT SITE ACCESS 1 (PH II FB) Opposing Lefts Opposing Rights AM 236 5 AM 236 26 PM 442 13 PM 442 77 Peak Hour Volumes Peak Hour Volumes AM Peak Hour, Vr PM Peak Hour, Vr AM Peak Hour, Vl PM Peak Hour, Vl TURN LANE WARRANT SUMMARY FUTURE BUILD SIDBURY ROAD AT SITE ACCESS 1 (PH I FB)