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HomeMy WebLinkAboutTIA Appendix 10/08/2024 232043 Holly Shelter Industrial Park 54 Appendix 232043 Holly Shelter Industrial Park Approved Scoping Documents March 13, 2024 Ms. Erin Govea, PE DAVENPORT 1426 Navaho Trail, Suite 108 Wilmington, NC 28409 RE: Approved Scope for the Traffic Impact Analysis (TIA) associated with the proposed Holly Shelter Industrial Park development in New Hanover County, NC. Dear Ms. Govea: Based on the information provided and conversations held to date, it is our understanding that the proposed Holly Shelter Industrial Park development will be built in four (4) phases and will consist of: Phase 1 (build year 2026): o ITE Land Use Code 130 – 281,250 SF Industrial Park o ITE Land Use Code 140 – 281,250 SF Manufacturing Phase 2 (build year 2031): o ITE Land Use Code 130 – 792,750 SF Industrial Park o ITE Land Use Code 140 – 792,750 SF Manufacturing Phase 3 (build year 2036): o ITE Land Use Code 130 – 895,250 SF Industrial Park o ITE Land Use Code 140 – 895,250 SF Manufacturing Full Build (build year 2041) o ITE Land Use Code 130 – 1,195,250 SF Industrial Park o ITE Land Use Code 140 – 1,195,250 SF Manufacturing On the following pages please find the scope to be used in the Traffic Impact Analysis: Holly Shelter Industrial Park Traffic Impact Analysis (TIA) scope (New Hanover County) Page 2 of 4 1. Data Collection – Analysis Parameters: a. Study Intersections For existing intersections, provide turning movement counts, including percentage of heavy vehicles for weekday (T, W, TH) morning (7:00am-9:00am) and afternoon (4:00pm-6:00pm) peak periods: 1. SR 1002 (Holly Shelter Road and Eastbound I-40 (southbound) ramps (future signal) 2. SR 1002 (Holly Shelter Road) and Westbound I-40 (northbound) ramps* 3. SR 1002 (Holly Shelter Road) and Site Access 1 4. SR 1002 (Holly Shelter Road) and Site Access 2 *13-hour counts are required for the signal warrant analysis b. 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 Castle Hayne Residential 4. Background Traffic Assumptions o Phase 1 – 2026 o Phase 2 – 2031 o Phase 3 - 2036 o Full Build year – 2041 o Growth Rate – 1% per year Capacity Analysis: Weekday AM & PM Peak Hour b. Technical Analysis to use current signal timing and existing geometry and lane configurations. i. 2024 Existing Conditions ii. 2026 Phase 1 Future No-Build [Existing + 1% background growth + approved development] iii. 2026 Phase 1 Build Conditions w/ Signal Warrant Analysis [Existing + 1% background growth + approved development + site trips] iv. 2026 Phase 1 Build Conditions w/ Mitigation [Existing + 1% background growth + approved development + site trips + improvements] v. 2031 Phase 2 Future No-Build [Existing + 1% background growth + approved development] Holly Shelter Industrial Park Traffic Impact Analysis (TIA) scope (New Hanover County) Page 4 of 4 Attachments: Traffic Impact Analysis Supplemental Guidelines – publication date September 28, 2022 Scoping request packet and trip generation summary (provided by DAVENPORT) Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank W. Mike, Assistant District Engineer, NCDOT Nick Drees, Engineering Specialist, NCDOT Stonewall Mathis, PE, Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Robert Farrell, Development Review Supervisor, New Hanover County Zach Dickerson, Senior Development Review Planner, New Hanover County Jamar Johnson, EI, Engineering Associate, WMPO Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 1426 Navaho Trail, #108 Winston-Salem, NC 27101 Wilmington, NC 28409 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912 Date Received by WMPO/NCDOT (to be completed by the Department): ________________________ Date Submitted by Applicant: January 25, 2024 Date Resubmitted: February 29, 2024 Transportation Impact Analysis (TIA) Scoping DAVENPORT Project Number 232043 Holly Shelter Road Industrial Development Castle Hayne, NC Description: Located between 5700 Holly Shelter Road and 6208 Holly Shelter Road in Castle Hayne, NC. The site is proposed as an industrial park with approximately 2.4 million square feet of industrial space. This TIA is for the client, New Hanover County, to determine required improvements to the adjacent transportation network, particularly at Full Build though the development will be phased. The County has agreed to construct two access points along with the basic internal roadways for the site to lay the groundwork for future developers to build and bring jobs to the area. There are currently no identified users. The County only owns the land for Tract Phase 1. They have an option to purchase Tracts Phases 2a, 2b, and 3. The parcel north of Tract Phase 2A is not under consideration as potentially County-owned. Full Build LUC 130: estimated 2,390,500 square feet Industrial Park (see note under Trip Generation Table) Proposed Study Intersections: 1. Holly Shelter Road (SR 1002) and EB I-40 (Southbound) Ramps (unsignalized, future signal) 2. Holly Shelter Road (SR 1002) and WB I-40 (Northbound) Ramps (unsignalized)* 3. Site Access 1 on Holly Shelter Road (SR 1002) 4. Site Access 2 on Holly Shelter Road (SR 1002) *Possible Future Signal – will collect 13-hour counts Conceptual Site Plan and Aerial Map Attached Proposed annual growth rate: 3%, based on historical data; see attached Analysis Periods: Weekday, AM peak (7:00-9:00 am) and PM peak (4:00-6:00 pm) Approved Developments and Committed Improvements: Castle Hayne Residential, Approval Letter issued to Kimley Horn April 2023 • I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) o Signalize the intersection. • I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) o Assumed Improvement: Option 1 (Recommended): Signalize the intersection and provide necessary coordination. o Option 2: Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. Page 2 02/29/2024 revised Holly Shelter Road Industrial Development DAVENPORT Project No. 232043 Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 1426 Navaho Trail, #108 Winston-Salem, NC 27101 Wilmington, NC 28409 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912 TIA Analysis Scenarios (Four-Phase Study): For clarity, the analysis phases have been added to the concept plan: yellow, blue, orange, and green, respectively. • 2024 Existing Conditions • 2026 Future No-Build Conditions • 2026 Future Phase 1 Build Conditions • 2026 Future Phase 1 Build with Improvements • 2031 Future No-Build Phase 2 Build Conditions • 2031 Future Build Phase 2 Conditions • 2031 Future Build Phase 2 Conditions with Improvements • 2036 Future No-Build Phase 3 Build Conditions • 2036 Future Build Phase 3 Conditions • 2036 Future Build Phase 3 Conditions with Improvements • 2041 Future No-Build Phase 4 Build Conditions • 2041 Future Build Phase 4 Conditions • 2041 Future Build Phase 4 Conditions with Improvements Proposed Site Trip Directional Distribution: to be completed and sent for approval after taking counts Distributions are based on employee trips during peak hours instead of truck-traffic trips. Trip Generation Table: Due to the numerous unknowns for the study site, an equal split between Manufacturing (LUC 140) and Industrial Park (LUC 130) is proposed for the studied land use. The number of trips is more conservative (higher) using this mix than using only Industrial Park (LUC 130) to provide additional trip budget without greatly overestimating anticipated future traffic. Page 3 02/29/2024 revised Holly Shelter Road Industrial Development DAVENPORT Project No. 232043 Home Office: Wilmington Regional Office: Serving the Southeast since 2002 119 Brookstown Ave. Suite PH1 1426 Navaho Trail, #108 Winston-Salem, NC 27101 Wilmington, NC 28409 Main: 336.744.1636; Fax: 336.458.9377 Main: 910.251.8912 Table - ITE 11th Edition Trip Generation: Half Industrial Park & Half Manufacturing Average Weekday Driveway Volumes Daily Volume AM Peak Hour PM Peak Hour ITE Land Use Code Size Data Source Enter Exit Total Enter Exit Total PHASE 1 (NHC 2 Tract, Phase 1) – 2026 130, Industrial Park 281,250 SF Adjacent- Rate 948 77 19 96 21 75 96 140, Manufacturing 281,250 SF Generator- Equation 1262 153 57 210 90 125 215 Phase 1 Subtotal 262,500 SF - - 2210 230 76 306 111 200 311 PHASE 2 (NHC 4 Tract, Phase 2a) – 2031 130, Industrial Park 511,500 SF Adjacent- Rate 1724 141 33 174 38 136 174 140, Manufacturing 511,500 SF Generator- Equation 2130 263 97 360 157 217 374 Phases 1+2 Subtotal 1,585,500 SF - - 6064 634 206 840 306 553 859 PHASE 3 (NHC 3 Tract, Phase 2b) – 2036 130, Industrial Park 102,500 SF Adjacent- Rate 345 28 7 35 8 27 35 140, Manufacturing 102,500 SF Generator- Equation 588 69 25 94 38 53 91 Phases 1+2+3 Subtotal 1,790,500 SF - - 6997 731 238 969 352 633 985 PHASE 4 (NHC 1 Tract, Phase 3) – 2041 130, Industrial Park 300,000 SF Adjacent- Rate 1011 83 19 102 22 80 102 140, Manufacturing 300,000 SF Generator- Equation 1333 162 60 222 96 132 228 Full Build Total 2,390,500 SF N/A 9341 976 317 1293 470 845 1315 For LUC 130, NCDOT recommends peak hour of adjacent street and local data, which is unavailable, so rate was used. For LUC 140, NCDOT recommends peak hour of generator and equation. FIGURE 1 CONCEPTUAL SITE PLAN Holly Shelter Industrial Park Project Number 232043 Phase 1 2026 Phase 3 Roadway Phase 4 Phase 3 2036 Phase 2 2031 Site –red outline TIA Analysis Phase 1 ‐yellow TIA Analysis Phase 2 –blue TIA Analysis Phase 3 –orange TIA Analysis Phase 4 –green Phase 1 Roadway Phase 1 Roadway FIGURE 2A SITE LOCATION MAP SITE INDICATOR SMITH  MOUNTAIN  LAKE N FIGURE 2B VICINITY MAP SITE INDICATOR EXISTING STUDY INTERSECTION PROPOSED STUDY INTERSECTIONS 1 2 N 4 3 2003 7800 6700 2900 2600 exclude 2004 2005 6600 5400 3500 2100 exclude 2006 2007 6800 5500 2900 1800 exclude 2008 recession 2009 5000 3900 2400 1500 recession 2010 2011 5200 3900 2400 1400 2012 2013 5500 4200 2800 1400 2014 2015 6800 5300 3200 2000 2016 2017 7400 5700 3500 2018 2019 7000 5800 3800 2000 2020 1700 pandemic 2021 6800 6000 4200 2100 2022 2023 Slope 194.64 207.14 158.93 49.46 AVERAGE Percent Slope 2.862352941 3.452333333 3.784047619 2.355142857 3% Holly Shelter  east of I‐40 Holly Shelter east of  Blue Clay Blue Clay south of  Holly Shelter Holly Shelter east of  Site NCDOT AADT Volumes by Location y = 194.64x + 4880.4 y = 207.14x + 3521.4 y = 158.93x + 2073.2 y = 49.458x + 1361.2 0 1000 2000 3000 4000 5000 6000 7000 8000 Holly Shelter east of I‐40 Holly Shelter east of Blue Clay Holly Shelter east of Site Blue Clay south of Holly Shelter Linear (Holly Shelter east of I‐40) Linear (Holly Shelter east of Blue Clay) Linear (Holly Shelter east of Site) 232043 Holly Shelter Industrial Park Capacity Analysis Synchro Worksheets Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)55 139 52 85 16 3 Future Volume (vph)55 139 52 85 16 3 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)150 0 0 50 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)45 45 55 Link Distance (ft)1805 871 1037 Travel Time (s)27.3 13.2 12.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)61 154 58 94 18 3 Shared Lane Traffic (%) Lane Group Flow (vph) 61 154 58 94 18 3 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft)12 12 36 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 19.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 100: EB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing AM Synchro 11 Report Davenport Page 2 Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 55 139 52 85 16 3 Future Vol, veh/h 55 139 52 85 16 3 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - Yield - None - Stop Storage Length - 150 0 - 0 50 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 61 154 58 94 18 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 61 0 271 61 Stage 1 - - - - 61 - Stage 2 - - - - 210 - 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 - - 1542 - 718 1004 Stage 1 - - - - 962 - Stage 2 - - - - 825 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1542 - 691 1004 Mov Cap-2 Maneuver - - - - 691 - Stage 1 - - - - 962 - Stage 2 - - - - 794 - Approach EB WB NB HCM Control Delay, s 0 2.8 10 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 691 1004 - - 1542 - HCM Lane V/C Ratio 0.026 0.003 - - 0.037 - HCM Control Delay (s) 10.3 8.6 - - 7.4 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 39 19 5 89 48 17 Future Volume (vph) 39 19 5 89 48 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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) 45 45 55 Link Distance (ft) 871 1016 1069 Travel Time (s) 13.2 15.4 13.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 43 21 6 99 53 19 Shared Lane Traffic (%) Lane Group Flow (vph) 43 21 6 99 53 19 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes 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 14.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 200: WB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing AM Synchro 11 Report Davenport Page 4 Intersection Int Delay, s/veh 3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 39 19 5 89 48 17 Future Vol, veh/h 39 19 5 89 48 17 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - Yield - None - Stop Storage Length - 0 100 - 0 50 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 43 21 6 99 53 19 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 43 0 154 43 Stage 1 - - - - 43 - Stage 2 - - - - 111 - 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 - - 1566 - 838 1027 Stage 1 - - - - 979 - Stage 2 - - - - 914 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1566 - 835 1027 Mov Cap-2 Maneuver - - - - 835 - Stage 1 - - - - 979 - Stage 2 - - - - 910 - Approach EB WB NB HCM Control Delay, s 0 0.4 9.3 HCM LOS A Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 835 1027 - - 1566 - HCM Lane V/C Ratio 0.064 0.018 - - 0.004 - HCM Control Delay (s) 9.6 8.6 - - 7.3 - HCM Lane LOS A A - - A - HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 210 273 111 460 51 6 Future Volume (vph) 210 273 111 460 51 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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) 45 45 55 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 12.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 233 303 123 511 57 7 Shared Lane Traffic (%) Lane Group Flow (vph) 233 303 123 511 57 7 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 34.2% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 100: EB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing PM Synchro 11 Report Davenport Page 2 Intersection Int Delay, s/veh 1.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 273 111 460 51 6 Future Vol, veh/h 210 273 111 460 51 6 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - Yield - None - Stop Storage Length - 150 0 - 0 50 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 233 303 123 511 57 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 233 0 990 233 Stage 1 - - - - 233 - Stage 2 - - - - 757 - 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 - - 1335 - 273 806 Stage 1 - - - - 806 - Stage 2 - - - - 463 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1335 - 248 806 Mov Cap-2 Maneuver - - - - 248 - Stage 1 - - - - 806 - Stage 2 - - - - 420 - Approach EB WB NB HCM Control Delay, s 0 1.5 22.3 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 248 806 - - 1335 - HCM Lane V/C Ratio 0.228 0.008 - - 0.092 - HCM Control Delay (s) 23.8 9.5 - - 8 - HCM Lane LOS C A - - A - HCM 95th %tile Q(veh) 0.9 0 - - 0.3 - Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 140 76 29 233 338 191 Future Volume (vph) 140 76 29 233 338 191 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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) 45 45 55 Link Distance (ft) 871 1016 1069 Travel Time (s) 13.2 15.4 13.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 156 84 32 259 376 212 Shared Lane Traffic (%) Lane Group Flow (vph) 156 84 32 259 376 212 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes 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 39.4% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 200: WB I-40 Ramps & Holly Shelter Road 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2024 Existing PM Synchro 11 Report Davenport Page 4 Intersection Int Delay, s/veh 11 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 140 76 29 233 338 191 Future Vol, veh/h 140 76 29 233 338 191 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - Yield - None - Stop Storage Length - 0 100 - 0 50 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 156 84 32 259 376 212 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 156 0 479 156 Stage 1 - - - - 156 - Stage 2 - - - - 323 - 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 - - 1424 - 545 890 Stage 1 - - - - 872 - Stage 2 - - - - 734 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1424 - 533 890 Mov Cap-2 Maneuver - - - - 533 - Stage 1 - - - - 872 - Stage 2 - - - - 718 - Approach EB WB NB HCM Control Delay, s 0 0.8 20.5 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 533 890 - - 1424 - HCM Lane V/C Ratio 0.705 0.238 - - 0.023 - HCM Control Delay (s) 26.3 10.3 - - 7.6 - HCM Lane LOS D B - - A - HCM 95th %tile Q(veh) 5.6 0.9 - - 0.1 - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 70 142 108 125 16 6 Future Volume (vph) 70 142 108 125 16 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 78 158 120 139 18 7 Shared Lane Traffic (%) Lane Group Flow (vph) 78 158 120 139 18 7 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 43.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 47.8% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 36.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 52.4 66.6 13.4 70.8 9.2 9.2 Actuated g/C Ratio 0.58 0.74 0.15 0.79 0.10 0.10 v/c Ratio 0.07 0.13 0.46 0.09 0.10 0.04 Control Delay 9.5 4.2 38.5 4.2 37.9 37.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.5 4.2 38.5 4.2 37.9 37.0 LOS A A D A D D Approach Delay 5.9 20.1 37.6 Approach LOS A C D Queue Length 50th (ft) 18 21 66 15 10 4 Queue Length 95th (ft) 43 47 115 51 30 17 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 1084 1583 452 1465 747 668 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.10 0.27 0.09 0.02 0.01 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 14.5 Intersection LOS: B Intersection Capacity Utilization 26.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 57 19 14 184 49 38 Future Volume (vph) 57 19 14 184 49 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 63 21 16 204 54 42 Shared Lane Traffic (%) Lane Group Flow (vph) 63 21 16 204 54 42 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 24.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 26.7% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 17.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 70.3 86.0 9.2 73.3 10.5 10.5 Actuated g/C Ratio 0.78 0.96 0.10 0.81 0.12 0.12 v/c Ratio 0.04 0.01 0.09 0.13 0.26 0.23 Control Delay 11.2 1.0 37.8 2.9 38.9 38.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.2 1.0 37.8 2.9 38.9 38.5 LOS B A D A D D Approach Delay 8.6 5.4 38.7 Approach LOS A A D Queue Length 50th (ft) 6 0 8 22 29 22 Queue Length 95th (ft) 66 6 28 46 62 51 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 1456 1534 295 1517 373 334 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.01 0.05 0.13 0.14 0.13 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.26 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 24.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 248 278 148 492 52 15 Future Volume (vph) 248 278 148 492 52 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 276 309 164 547 58 17 Shared Lane Traffic (%) Lane Group Flow (vph) 276 309 164 547 58 17 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 22.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 24.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 15.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 48.4 64.3 15.7 69.2 10.8 10.8 Actuated g/C Ratio 0.54 0.71 0.17 0.77 0.12 0.12 v/c Ratio 0.28 0.27 0.53 0.38 0.27 0.09 Control Delay 13.6 5.9 47.4 2.1 38.6 35.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.6 5.9 47.4 2.1 38.6 35.0 LOS B A D A D C Approach Delay 9.5 12.5 37.8 Approach LOS A B D Queue Length 50th (ft) 79 53 86 29 31 9 Queue Length 95th (ft) 159 107 m113 51 64 27 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 1002 1238 688 1431 334 299 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.28 0.25 0.24 0.38 0.17 0.06 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 12.6 Intersection LOS: B Intersection Capacity Utilization 40.1% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 186 78 36 296 345 246 Future Volume (vph) 186 78 36 296 345 246 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 207 87 40 329 383 273 Shared Lane Traffic (%) Lane Group Flow (vph) 207 87 40 329 383 273 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 33.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 36.7% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 26.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 FNB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 45.6 77.6 10.0 55.0 25.0 25.0 Actuated g/C Ratio 0.51 0.86 0.11 0.61 0.28 0.28 v/c Ratio 0.22 0.06 0.20 0.29 0.78 0.62 Control Delay 6.2 2.2 38.5 9.7 41.4 34.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.2 2.2 38.5 9.7 41.4 34.5 LOS A A D A D C Approach Delay 5.0 12.9 38.5 Approach LOS A B D Queue Length 50th (ft) 78 25 21 86 193 131 Queue Length 95th (ft) 13 0 50 138 293 209 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 943 1367 432 1138 550 492 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.06 0.09 0.29 0.70 0.55 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.9 Intersection LOS: C Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 82 142 138 129 16 98 Future Volume (vph) 82 142 138 129 16 98 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 91 158 153 143 18 109 Shared Lane Traffic (%) Lane Group Flow (vph) 91 158 153 143 18 109 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 43.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 47.8% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 36.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 46.3 65.0 15.0 66.3 13.7 13.7 Actuated g/C Ratio 0.51 0.72 0.17 0.74 0.15 0.15 v/c Ratio 0.09 0.14 0.52 0.10 0.07 0.45 Control Delay 13.9 4.8 39.1 7.3 31.1 40.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.9 4.8 39.1 7.3 31.1 40.0 LOS B A D A C D Approach Delay 8.1 23.7 38.7 Approach LOS A C D Queue Length 50th (ft) 25 23 84 33 9 57 Queue Length 95th (ft) 62 52 138 68 26 102 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 958 1527 452 1373 747 668 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.10 0.34 0.10 0.02 0.16 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 20.8 Intersection LOS: C Intersection Capacity Utilization 28.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 161 19 44 218 49 68 Future Volume (vph) 161 19 44 218 49 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 179 21 49 242 54 76 Shared Lane Traffic (%) Lane Group Flow (vph) 179 21 49 242 54 76 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 24.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 26.7% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 17.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 62.2 77.3 10.3 71.9 11.9 11.9 Actuated g/C Ratio 0.69 0.86 0.11 0.80 0.13 0.13 v/c Ratio 0.14 0.02 0.24 0.16 0.23 0.36 Control Delay 9.2 1.2 38.8 3.5 36.3 39.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.2 1.2 38.8 3.5 36.3 39.8 LOS A A D A D D Approach Delay 8.4 9.4 38.4 Approach LOS A A D Queue Length 50th (ft) 43 1 26 30 28 40 Queue Length 95th (ft) 77 3 58 62 60 79 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 1287 1417 295 1488 373 334 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.01 0.17 0.16 0.14 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.36 Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB AM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 61 196 35 79 65 11 Future Volume (vph) 61 196 35 79 65 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 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 0.850 0.850 Flt Protected 0.985 0.950 Satd. Flow (prot) 1863 1583 0 1835 1770 1583 Flt Permitted 0.985 0.950 Satd. Flow (perm) 1863 1583 0 1835 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 904 2185 1098 Travel Time (s) 11.2 27.1 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 68 218 39 88 72 12 Shared Lane Traffic (%) Lane Group Flow (vph) 68 218 0 127 72 12 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 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 24.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB AM Synchro 11 Report Davenport Page 6 Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 61 196 35 79 65 11 Future Vol, veh/h 61 196 35 79 65 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 - - 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 2 2 2 2 2 Mvmt Flow 68 218 39 88 72 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 286 0 234 68 Stage 1 - - - - 68 - Stage 2 - - - - 166 - 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 - - 1276 - 754 995 Stage 1 - - - - 955 - Stage 2 - - - - 863 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1276 - 730 995 Mov Cap-2 Maneuver - - - - 730 - Stage 1 - - - - 955 - Stage 2 - - - - 835 - Approach EB WB NB HCM Control Delay, s 0 2.4 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 730 995 - - 1276 - HCM Lane V/C Ratio 0.099 0.012 - - 0.03 - HCM Control Delay (s) 10.5 8.7 - - 7.9 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 254 278 228 502 52 59 Future Volume (vph) 254 278 228 502 52 59 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 282 309 253 558 58 66 Shared Lane Traffic (%) Lane Group Flow (vph) 282 309 253 558 58 66 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 22.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 24.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 15.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 43.1 59.7 20.3 68.4 11.6 11.6 Actuated g/C Ratio 0.48 0.66 0.23 0.76 0.13 0.13 v/c Ratio 0.32 0.29 0.63 0.39 0.26 0.33 Control Delay 17.6 8.1 40.1 2.4 37.2 39.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.6 8.1 40.1 2.4 37.2 39.1 LOS B A D A D D Approach Delay 12.7 14.2 38.2 Approach LOS B B D Queue Length 50th (ft) 93 65 118 37 30 35 Queue Length 95th (ft) 189 132 m150 66 63 71 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 892 1145 688 1416 334 299 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.27 0.37 0.39 0.17 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 15.6 Intersection LOS: B Intersection Capacity Utilization 44.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 236 78 116 386 345 326 Future Volume (vph) 236 78 116 386 345 326 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 262 87 129 429 383 362 Shared Lane Traffic (%) Lane Group Flow (vph) 262 87 129 429 383 362 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 33.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 36.7% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 26.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 35.6 66.2 13.8 54.4 25.6 25.6 Actuated g/C Ratio 0.40 0.74 0.15 0.60 0.28 0.28 v/c Ratio 0.36 0.07 0.47 0.38 0.76 0.81 Control Delay 15.1 2.1 39.9 10.9 39.9 44.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.1 2.1 39.9 10.9 39.9 44.4 LOS B A D B D D Approach Delay 11.9 17.6 42.1 Approach LOS B B D Queue Length 50th (ft) 120 20 68 124 190 182 Queue Length 95th (ft) 101 0 116 187 293 #298 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 737 1206 432 1126 550 492 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.36 0.07 0.30 0.38 0.70 0.74 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 27.4 Intersection LOS: C Intersection Capacity Utilization 50.5% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB PM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 264 94 17 217 170 30 Future Volume (vph) 264 94 17 217 170 30 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 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 0.850 0.850 Flt Protected 0.996 0.950 Satd. Flow (prot) 1863 1583 0 1855 1770 1583 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1863 1583 0 1855 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 906 2185 1098 Travel Time (s) 11.2 27.1 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 293 104 19 241 189 33 Shared Lane Traffic (%) Lane Group Flow (vph) 293 104 0 260 189 33 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 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 41.5% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB PM Synchro 11 Report Davenport Page 6 Intersection Int Delay, s/veh 4.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 264 94 17 217 170 30 Future Vol, veh/h 264 94 17 217 170 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 - - 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 2 2 2 2 2 Mvmt Flow 293 104 19 241 189 33 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 397 0 572 293 Stage 1 - - - - 293 - Stage 2 - - - - 279 - 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 - - 1162 - 482 746 Stage 1 - - - - 757 - Stage 2 - - - - 768 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1162 - 473 746 Mov Cap-2 Maneuver - - - - 473 - Stage 1 - - - - 757 - Stage 2 - - - - 753 - Approach EB WB NB HCM Control Delay, s 0 0.6 16.5 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 473 746 - - 1162 - HCM Lane V/C Ratio 0.399 0.045 - - 0.016 - HCM Control Delay (s) 17.6 10.1 - - 8.1 0 HCM Lane LOS C B - - A A HCM 95th %tile Q(veh) 1.9 0.1 - - 0.1 - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 82 142 138 129 16 98 Future Volume (vph) 82 142 138 129 16 98 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 150 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 91 158 153 143 18 109 Shared Lane Traffic (%) Lane Group Flow (vph) 91 158 153 143 18 109 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 28.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 31.1% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 21.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 50.8 65.0 15.0 70.8 9.2 29.2 Actuated g/C Ratio 0.56 0.72 0.17 0.79 0.10 0.32 v/c Ratio 0.09 0.14 0.52 0.10 0.10 0.21 Control Delay 10.4 4.8 38.5 4.4 37.9 22.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.4 4.8 38.5 4.4 37.9 22.0 LOS B A D A D C Approach Delay 6.9 22.0 24.3 Approach LOS A C C Queue Length 50th (ft) 22 23 84 19 10 45 Queue Length 95th (ft) 51 52 138 54 30 76 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 150 Base Capacity (vph) 1050 1576 452 1465 747 654 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.10 0.34 0.10 0.02 0.17 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 16.8 Intersection LOS: B Intersection Capacity Utilization 28.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 161 19 44 218 49 68 Future Volume (vph) 161 19 44 218 49 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 300 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 179 21 49 242 54 76 Shared Lane Traffic (%) Lane Group Flow (vph) 179 21 49 242 54 76 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 20.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 22.2% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 13.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 60.8 73.5 10.3 73.3 10.5 23.0 Actuated g/C Ratio 0.68 0.82 0.11 0.81 0.12 0.26 v/c Ratio 0.14 0.02 0.24 0.16 0.26 0.19 Control Delay 7.9 1.3 38.8 2.9 38.9 24.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.9 1.3 38.8 2.9 38.9 24.4 LOS A A D A D C Approach Delay 7.2 9.0 30.4 Approach LOS A A C Queue Length 50th (ft) 17 1 26 27 29 33 Queue Length 95th (ft) 75 3 58 54 62 61 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 300 Base Capacity (vph) 1258 1406 295 1517 373 487 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.14 0.01 0.17 0.16 0.14 0.16 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.26 Intersection Signal Delay: 12.9 Intersection LOS: B Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 254 278 228 502 52 59 Future Volume (vph) 254 278 228 502 52 59 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 150 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 282 309 253 558 58 66 Shared Lane Traffic (%) Lane Group Flow (vph) 282 309 253 558 58 66 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 40.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 44.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 33.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 44.0 59.7 20.3 69.3 10.7 36.0 Actuated g/C Ratio 0.49 0.66 0.23 0.77 0.12 0.40 v/c Ratio 0.31 0.29 0.63 0.39 0.28 0.10 Control Delay 16.7 8.1 41.2 2.3 39.0 15.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.7 8.1 41.2 2.3 39.0 15.1 LOS BADADB Approach Delay 12.2 14.4 26.3 Approach LOS B B C Queue Length 50th (ft) 92 65 120 35 31 23 Queue Length 95th (ft) 181 132 m156 58 65 40 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 150 Base Capacity (vph) 911 1161 688 1435 334 890 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.27 0.37 0.39 0.17 0.07 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 14.5 Intersection LOS: B Intersection Capacity Utilization 44.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 236 78 116 386 345 326 Future Volume (vph) 236 78 116 386 345 326 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 300 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 262 87 129 429 383 362 Shared Lane Traffic (%) Lane Group Flow (vph) 262 87 129 429 383 362 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 27.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 30.0% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 20.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2026 Ph1 FB+Imp PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 36.1 66.0 14.0 55.1 24.9 43.9 Actuated g/C Ratio 0.40 0.73 0.16 0.61 0.28 0.49 v/c Ratio 0.35 0.07 0.47 0.38 0.78 0.47 Control Delay 14.5 3.2 39.4 10.6 41.8 16.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.5 3.2 39.4 10.6 41.8 16.5 LOS BADBDB Approach Delay 11.7 17.3 29.5 Approach LOS B B C Queue Length 50th (ft) 117 17 68 118 196 126 Queue Length 95th (ft) 203 12 114 187 293 163 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 300 Base Capacity (vph) 747 1215 432 1140 550 912 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.07 0.30 0.38 0.70 0.40 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 21.6 Intersection LOS: C Intersection Capacity Utilization 50.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 73 149 111 129 17 6 Future Volume (vph) 73 149 111 129 17 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 81 166 123 143 19 7 Shared Lane Traffic (%) Lane Group Flow (vph) 81 166 123 143 19 7 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 43.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 47.8% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 36.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 52.2 66.4 13.6 70.8 9.2 9.2 Actuated g/C Ratio 0.58 0.74 0.15 0.79 0.10 0.10 v/c Ratio 0.07 0.14 0.46 0.10 0.10 0.04 Control Delay 9.6 4.3 38.5 4.3 37.9 36.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.6 4.3 38.5 4.3 37.9 36.8 LOS A A D A D D Approach Delay 6.0 20.1 37.6 Approach LOS A C D Queue Length 50th (ft) 19 23 68 18 10 4 Queue Length 95th (ft) 45 50 117 52 31 17 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 1080 1583 452 1464 747 668 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.10 0.27 0.10 0.03 0.01 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 14.5 Intersection LOS: B Intersection Capacity Utilization 27.0% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 59 20 14 188 51 39 Future Volume (vph) 59 20 14 188 51 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 66 22 16 209 57 43 Shared Lane Traffic (%) Lane Group Flow (vph) 66 22 16 209 57 43 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 24.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 26.7% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 17.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 70.2 86.0 9.2 73.2 10.6 10.6 Actuated g/C Ratio 0.78 0.96 0.10 0.81 0.12 0.12 v/c Ratio 0.05 0.01 0.09 0.14 0.27 0.23 Control Delay 11.4 1.1 37.8 2.9 39.0 38.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.4 1.1 37.8 2.9 39.0 38.4 LOS B A D A D D Approach Delay 8.8 5.4 38.7 Approach LOS A A D Queue Length 50th (ft) 6 0 8 24 30 23 Queue Length 95th (ft) 69 6 28 47 64 52 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 1453 1533 295 1514 373 334 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.01 0.05 0.14 0.15 0.13 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.27 Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 24.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 259 293 154 516 55 15 Future Volume (vph) 259 293 154 516 55 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 288 326 171 573 61 17 Shared Lane Traffic (%) Lane Group Flow (vph) 288 326 171 573 61 17 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 22.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 24.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 15.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 47.9 63.9 16.1 69.0 11.0 11.0 Actuated g/C Ratio 0.53 0.71 0.18 0.77 0.12 0.12 v/c Ratio 0.29 0.29 0.54 0.40 0.28 0.09 Control Delay 14.1 6.2 46.7 2.1 38.6 34.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.1 6.2 46.7 2.1 38.6 34.8 LOS B A D A D C Approach Delay 9.9 12.4 37.8 Approach LOS A B D Queue Length 50th (ft) 84 57 89 31 32 9 Queue Length 95th (ft) 170 116 m113 54 67 27 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 991 1229 688 1428 334 299 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.29 0.27 0.25 0.40 0.18 0.06 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.54 Intersection Signal Delay: 12.7 Intersection LOS: B Intersection Capacity Utilization 41.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 193 81 37 308 362 256 Future Volume (vph) 193 81 37 308 362 256 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 214 90 41 342 402 284 Shared Lane Traffic (%) Lane Group Flow (vph) 214 90 41 342 402 284 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 33.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 36.7% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 26.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 FNB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 45.0 77.6 10.0 54.4 25.6 25.6 Actuated g/C Ratio 0.50 0.86 0.11 0.60 0.28 0.28 v/c Ratio 0.23 0.07 0.21 0.30 0.80 0.63 Control Delay 5.9 2.0 38.5 10.1 42.5 34.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 2.0 38.5 10.1 42.5 34.6 LOS A A D B D C Approach Delay 4.8 13.1 39.2 Approach LOS A B D Queue Length 50th (ft) 82 27 22 93 203 135 Queue Length 95th (ft) 12 0 51 144 310 217 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 931 1360 432 1126 550 492 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.07 0.09 0.30 0.73 0.58 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 24.3 Intersection LOS: C Intersection Capacity Utilization 48.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 105 149 193 139 17 260 Future Volume (vph) 105 149 193 139 17 260 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 150 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 117 166 214 154 19 289 Shared Lane Traffic (%) Lane Group Flow (vph) 117 166 214 154 19 289 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 28.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 31.1% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 21.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 47.4 61.6 18.4 70.8 9.2 32.6 Actuated g/C Ratio 0.53 0.68 0.20 0.79 0.10 0.36 v/c Ratio 0.12 0.15 0.59 0.11 0.10 0.50 Control Delay 12.6 6.3 37.5 4.8 37.9 24.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.6 6.3 37.5 4.8 37.9 24.9 LOS B A D A D C Approach Delay 8.9 23.8 25.7 Approach LOS A C C Queue Length 50th (ft) 31 28 115 25 10 128 Queue Length 95th (ft) 71 65 174 61 31 176 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 150 Base Capacity (vph) 981 1551 458 1464 747 660 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.11 0.47 0.11 0.03 0.44 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 20.0 Intersection LOS: B Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 344 20 96 281 51 121 Future Volume (vph) 344 20 96 281 51 121 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 300 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 382 22 107 312 57 134 Shared Lane Traffic (%) Lane Group Flow (vph) 382 22 107 312 57 134 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 20.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 22.2% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 13.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 54.3 69.9 12.9 73.2 10.6 25.7 Actuated g/C Ratio 0.60 0.78 0.14 0.81 0.12 0.29 v/c Ratio 0.34 0.02 0.42 0.21 0.27 0.30 Control Delay 7.5 1.1 39.6 3.2 39.0 24.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.5 1.1 39.6 3.2 39.0 24.3 LOS A A D A D C Approach Delay 7.1 12.5 28.7 Approach LOS A B C Queue Length 50th (ft) 60 1 56 37 30 57 Queue Length 95th (ft) 101 m2 102 70 64 91 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 300 Base Capacity (vph) 1123 1361 302 1514 373 495 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.02 0.35 0.21 0.15 0.27 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 13.4 Intersection LOS: B Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 158 444 63 114 144 21 Future Volume (vph) 158 444 63 114 144 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 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 0.850 0.850 Flt Protected 0.983 0.950 Satd. Flow (prot) 1863 1583 0 1831 1770 1583 Flt Permitted 0.983 0.950 Satd. Flow (perm) 1863 1583 0 1831 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 904 1420 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 176 493 70 127 160 23 Shared Lane Traffic (%) Lane Group Flow (vph) 176 493 0 197 160 23 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 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 43.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 6 Intersection Int Delay, s/veh 3.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 158 444 63 114 144 21 Future Vol, veh/h 158 444 63 114 144 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 - - 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 2 2 2 2 2 Mvmt Flow 176 493 70 127 160 23 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 669 0 443 176 Stage 1 - - - - 176 - Stage 2 - - - - 267 - 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 - - 921 - 572 867 Stage 1 - - - - 855 - Stage 2 - - - - 778 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 921 - 525 867 Mov Cap-2 Maneuver - - - - 525 - Stage 1 - - - - 855 - Stage 2 - - - - 714 - Approach EB WB NB HCM Control Delay, s 0 3.3 14.1 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 525 867 - - 921 - HCM Lane V/C Ratio 0.305 0.027 - - 0.076 - HCM Control Delay (s) 14.8 9.3 - - 9.2 0 HCM Lane LOS B A - - A A HCM 95th %tile Q(veh) 1.3 0.1 - - 0.2 - Lanes, Volumes, Timings 400: Phase 2 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 84 95 32 146 31 10 Future Volume (vph) 84 95 32 146 31 10 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 0.967 Flt Protected 0.991 0.964 Satd. Flow (prot) 1863 1583 0 1846 1736 0 Flt Permitted 0.991 0.964 Satd. Flow (perm) 1863 1583 0 1846 1736 0 Link Speed (mph) 55 55 30 Link Distance (ft) 1420 1417 1115 Travel Time (s) 17.6 17.6 25.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 93 106 36 162 34 11 Shared Lane Traffic (%) Lane Group Flow (vph) 93 106 0 198 45 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 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 26.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 400: Phase 2 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB AM Synchro 11 Report Davenport Page 8 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 84 95 32 146 31 10 Future Vol, veh/h 84 95 32 146 31 10 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 93 106 36 162 34 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 199 0 327 93 Stage 1 - - - - 93 - Stage 2 - - - - 234 - 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 - - 1373 - 667 964 Stage 1 - - - - 931 - Stage 2 - - - - 805 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1373 - 648 964 Mov Cap-2 Maneuver - - - - 648 - Stage 1 - - - - 931 - Stage 2 - - - - 782 - Approach EB WB NB HCM Control Delay, s 0 1.4 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 704 - - 1373 - HCM Lane V/C Ratio 0.065 - - 0.026 - HCM Control Delay (s) 10.5 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0.1 - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 274 293 375 544 55 137 Future Volume (vph) 274 293 375 544 55 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 150 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 304 326 417 604 61 152 Shared Lane Traffic (%) Lane Group Flow (vph) 304 326 417 604 61 152 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 40.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 44.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 33.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 35.5 51.3 28.7 69.2 10.8 44.5 Actuated g/C Ratio 0.39 0.57 0.32 0.77 0.12 0.49 v/c Ratio 0.41 0.36 0.74 0.42 0.29 0.19 Control Delay 24.3 13.4 32.0 2.9 39.1 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.3 13.4 32.0 2.9 39.1 11.9 LOS CBCADB Approach Delay 18.7 14.8 19.7 Approach LOS B B B Queue Length 50th (ft) 122 93 171 46 32 47 Queue Length 95th (ft) 236 186 247 100 67 59 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 150 Base Capacity (vph) 735 1011 695 1432 334 900 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.32 0.60 0.42 0.18 0.17 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 16.7 Intersection LOS: B Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 331 81 258 557 362 477 Future Volume (vph) 331 81 258 557 362 477 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 300 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 368 90 287 619 402 530 Shared Lane Traffic (%) Lane Group Flow (vph) 368 90 287 619 402 530 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 27.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 30.0% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 20.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 29.5 60.0 20.0 54.5 25.5 50.5 Actuated g/C Ratio 0.33 0.67 0.22 0.61 0.28 0.56 v/c Ratio 0.60 0.09 0.73 0.55 0.80 0.60 Control Delay 25.6 3.1 43.7 13.4 42.9 15.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.6 3.1 43.7 13.4 42.9 15.6 LOS CADBDB Approach Delay 21.2 23.0 27.3 Approach LOS C C C Queue Length 50th (ft) 205 20 146 203 204 161 Queue Length 95th (ft) 178 11 235 305 310 249 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 300 Base Capacity (vph) 610 1098 434 1128 550 924 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.08 0.66 0.55 0.73 0.57 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 24.4 Intersection LOS: C Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 323 214 31 311 387 55 Future Volume (vph) 323 214 31 311 387 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 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 0.850 0.850 Flt Protected 0.996 0.950 Satd. Flow (prot) 1863 1583 0 1855 1770 1583 Flt Permitted 0.996 0.950 Satd. Flow (perm) 1863 1583 0 1855 1770 1583 Link Speed (mph) 55 55 30 Link Distance (ft) 906 1417 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 359 238 34 346 430 61 Shared Lane Traffic (%) Lane Group Flow (vph) 359 238 0 380 430 61 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 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 66.5% ICU Level of Service C Analysis Period (min) 15 HCM 6th TWSC 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 6 Intersection Int Delay, s/veh 46.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 323 214 31 311 387 55 Future Vol, veh/h 323 214 31 311 387 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 150 - - 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 2 2 2 2 2 Mvmt Flow 359 238 34 346 430 61 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 597 0 773 359 Stage 1 - - - - 359 - Stage 2 - - - - 414 - 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 - - 980 - ~ 367 685 Stage 1 - - - - 707 - Stage 2 - - - - 667 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 980 - ~ 351 685 Mov Cap-2 Maneuver - - - - ~ 351 - Stage 1 - - - - 707 - Stage 2 - - - - 638 - Approach EB WB NB HCM Control Delay, s 0 0.8 138.5 HCM LOS F Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 351 685 - - 980 - HCM Lane V/C Ratio 1.225 0.089 - - 0.035 - HCM Control Delay (s) 156.6 10.8 - - 8.8 0 HCM Lane LOS F B - - A A HCM 95th %tile Q(veh) 18.6 0.3 - - 0.1 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Lanes, Volumes, Timings 400: Phase 2 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 332 46 15 259 83 28 Future Volume (vph) 332 46 15 259 83 28 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 0.966 Flt Protected 0.997 0.964 Satd. Flow (prot) 1863 1583 0 1857 1735 0 Flt Permitted 0.997 0.964 Satd. Flow (perm) 1863 1583 0 1857 1735 0 Link Speed (mph) 55 55 30 Link Distance (ft) 1417 1407 1122 Travel Time (s) 17.6 17.4 25.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 369 51 17 288 92 31 Shared Lane Traffic (%) Lane Group Flow (vph) 369 51 0 305 123 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 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 38.9% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 400: Phase 2 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 8 Intersection Int Delay, s/veh 2.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 332 46 15 259 83 28 Future Vol, veh/h 332 46 15 259 83 28 Conflicting Peds, #/hr 0 0 0 0 0 0 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 2 2 2 2 2 Mvmt Flow 369 51 17 288 92 31 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 420 0 691 369 Stage 1 - - - - 369 - Stage 2 - - - - 322 - 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 - - 1139 - 410 677 Stage 1 - - - - 699 - Stage 2 - - - - 735 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1139 - 403 677 Mov Cap-2 Maneuver - - - - 403 - Stage 1 - - - - 699 - Stage 2 - - - - 722 - Approach EB WB NB HCM Control Delay, s 0 0.4 16 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 449 - - 1139 - HCM Lane V/C Ratio 0.275 - - 0.015 - HCM Control Delay (s) 16 - - 8.2 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.1 - - 0 - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB+Imp AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 105 149 193 139 17 260 Future Volume (vph) 105 149 193 139 17 260 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 275 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 117 166 214 154 19 289 Shared Lane Traffic (%) Lane Group Flow (vph) 117 166 214 154 19 289 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 28.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 31.1% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 21.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB+Imp AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 47.4 61.6 18.4 70.8 9.2 32.6 Actuated g/C Ratio 0.53 0.68 0.20 0.79 0.10 0.36 v/c Ratio 0.12 0.15 0.59 0.11 0.10 0.50 Control Delay 12.6 6.3 37.5 4.8 37.9 24.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.6 6.3 37.5 4.8 37.9 24.9 LOS B A D A D C Approach Delay 8.9 23.8 25.7 Approach LOS A C C Queue Length 50th (ft) 31 28 115 25 10 128 Queue Length 95th (ft) 71 65 174 61 31 176 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 275 Base Capacity (vph) 981 1551 458 1464 747 660 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.11 0.47 0.11 0.03 0.44 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 20.0 Intersection LOS: B Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB+Imp AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 344 20 96 281 51 121 Future Volume (vph) 344 20 96 281 51 121 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 350 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 382 22 107 312 57 134 Shared Lane Traffic (%) Lane Group Flow (vph) 382 22 107 312 57 134 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 20.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 22.2% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 13.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB+Imp AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 54.3 69.9 12.9 73.2 10.6 25.7 Actuated g/C Ratio 0.60 0.78 0.14 0.81 0.12 0.29 v/c Ratio 0.34 0.02 0.42 0.21 0.27 0.30 Control Delay 7.5 1.1 39.6 3.2 39.0 24.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.5 1.1 39.6 3.2 39.0 24.3 LOS A A D A D C Approach Delay 7.1 12.5 28.7 Approach LOS A B C Queue Length 50th (ft) 60 1 56 37 30 57 Queue Length 95th (ft) 101 m2 102 70 64 91 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 350 Base Capacity (vph) 1123 1361 302 1514 373 495 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.34 0.02 0.35 0.21 0.15 0.27 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.42 Intersection Signal Delay: 13.4 Intersection LOS: B Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB+Imp AM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 158 444 63 114 144 21 Future Volume (vph) 158 444 63 114 144 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 100 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.981 Flt Protected 0.950 0.958 Satd. Flow (prot) 1863 1583 1770 1863 3396 0 Flt Permitted 0.950 0.958 Satd. Flow (perm) 1863 1583 1770 1863 3396 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 904 1420 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 176 493 70 127 160 23 Shared Lane Traffic (%) Lane Group Flow (vph) 176 493 70 127 183 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 1 1 1 1 1 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 2 2 1 6 3 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 19.0 14.0 Total Split (s) 49.0 49.0 20.0 69.0 21.0 Total Split (%) 54.4% 54.4% 22.2% 76.7% 23.3% Maximum Green (s) 42.0 42.0 13.0 62.0 14.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB+Imp AM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 28.6 28.6 11.0 37.1 11.6 Actuated g/C Ratio 0.48 0.48 0.18 0.62 0.19 v/c Ratio 0.20 0.65 0.21 0.11 0.28 Control Delay 11.8 18.8 27.7 4.3 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 11.8 18.8 27.7 4.3 25.3 LOS B B C A C Approach Delay 16.9 12.6 25.3 Approach LOS B B C Queue Length 50th (ft) 40 147 22 14 29 Queue Length 95th (ft) 89 295 71 33 74 Internal Link Dist (ft) 824 1340 1018 Turn Bay Length (ft) 300 100 Base Capacity (vph) 1435 1219 483 1745 988 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.12 0.40 0.14 0.07 0.19 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 59.5 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 17.6 Intersection LOS: B Intersection Capacity Utilization 41.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 274 293 375 544 55 137 Future Volume (vph) 274 293 375 544 55 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 275 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 304 326 417 604 61 152 Shared Lane Traffic (%) Lane Group Flow (vph) 304 326 417 604 61 152 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 40.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 44.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 33.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 35.5 51.3 28.7 69.2 10.8 44.5 Actuated g/C Ratio 0.39 0.57 0.32 0.77 0.12 0.49 v/c Ratio 0.41 0.36 0.74 0.42 0.29 0.19 Control Delay 24.3 13.4 32.0 2.9 39.1 11.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.3 13.4 32.0 2.9 39.1 11.9 LOS CBCADB Approach Delay 18.7 14.8 19.7 Approach LOS B B B Queue Length 50th (ft) 122 93 171 46 32 47 Queue Length 95th (ft) 236 186 247 100 67 59 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 275 Base Capacity (vph) 735 1011 695 1432 334 900 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.32 0.60 0.42 0.18 0.17 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 16.7 Intersection LOS: B Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 331 81 258 557 362 477 Future Volume (vph) 331 81 258 557 362 477 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 350 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 368 90 287 619 402 530 Shared Lane Traffic (%) Lane Group Flow (vph) 368 90 287 619 402 530 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 2 8 1 6 8 1 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 1 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 27.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 30.0% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 20.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 29.5 60.0 20.0 54.5 25.5 50.5 Actuated g/C Ratio 0.33 0.67 0.22 0.61 0.28 0.56 v/c Ratio 0.60 0.09 0.73 0.55 0.80 0.60 Control Delay 25.6 3.1 43.7 13.4 42.9 15.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.6 3.1 43.7 13.4 42.9 15.6 LOS CADBDB Approach Delay 21.2 23.0 27.3 Approach LOS C C C Queue Length 50th (ft) 205 20 146 203 204 161 Queue Length 95th (ft) 178 11 235 305 310 249 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 350 Base Capacity (vph) 610 1098 434 1128 550 924 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.08 0.66 0.55 0.73 0.57 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 24.4 Intersection LOS: C Intersection Capacity Utilization 64.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 323 214 31 311 387 55 Future Volume (vph) 323 214 31 311 387 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 100 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.981 Flt Protected 0.950 0.958 Satd. Flow (prot) 1863 1583 1770 1863 3396 0 Flt Permitted 0.950 0.958 Satd. Flow (perm) 1863 1583 1770 1863 3396 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 906 1417 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 359 238 34 346 430 61 Shared Lane Traffic (%) Lane Group Flow (vph) 359 238 34 346 491 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 1 1 1 1 1 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 2 2 1 6 3 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 25.0 14.0 Total Split (s) 43.0 43.0 14.0 57.0 33.0 Total Split (%) 47.8% 47.8% 15.6% 63.3% 36.7% Maximum Green (s) 36.0 36.0 7.0 50.0 26.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2031 Ph2 FB PM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 18.2 18.2 9.8 22.3 15.6 Actuated g/C Ratio 0.37 0.37 0.20 0.46 0.32 v/c Ratio 0.52 0.40 0.10 0.41 0.45 Control Delay 17.5 16.4 24.0 10.2 16.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 17.5 16.4 24.0 10.2 16.5 LOS B B C B B Approach Delay 17.1 11.4 16.5 Approach LOS B B B Queue Length 50th (ft) 60 38 6 57 40 Queue Length 95th (ft) 202 137 38 127 130 Internal Link Dist (ft) 826 1337 1018 Turn Bay Length (ft) 300 100 Base Capacity (vph) 1519 1291 356 1704 2129 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.24 0.18 0.10 0.20 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 48.8 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 15.4 Intersection LOS: B Intersection Capacity Utilization 46.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 76 157 114 134 18 6 Future Volume (vph) 76 157 114 134 18 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 84 174 127 149 20 7 Shared Lane Traffic (%) Lane Group Flow (vph) 84 174 127 149 20 7 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 43.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 47.8% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 36.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 52.0 66.3 13.7 70.7 9.3 9.3 Actuated g/C Ratio 0.58 0.74 0.15 0.79 0.10 0.10 v/c Ratio 0.08 0.15 0.47 0.10 0.11 0.04 Control Delay 9.7 4.4 38.5 4.4 37.9 36.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.7 4.4 38.5 4.4 37.9 36.8 LOS A A D A D D Approach Delay 6.1 20.1 37.7 Approach LOS A C D Queue Length 50th (ft) 19 24 70 19 11 4 Queue Length 95th (ft) 46 53 122 54 32 17 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 1075 1581 452 1463 747 668 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.11 0.28 0.10 0.03 0.01 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 14.5 Intersection LOS: B Intersection Capacity Utilization 27.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 61 21 15 193 54 40 Future Volume (vph) 61 21 15 193 54 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 68 23 17 214 60 44 Shared Lane Traffic (%) Lane Group Flow (vph) 68 23 17 214 60 44 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 24.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 26.7% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 17.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 67.3 82.2 9.2 73.1 10.7 10.7 Actuated g/C Ratio 0.75 0.91 0.10 0.81 0.12 0.12 v/c Ratio 0.05 0.02 0.09 0.14 0.28 0.23 Control Delay 13.4 1.6 37.8 3.0 39.1 38.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.4 1.6 37.8 3.0 39.1 38.3 LOS B A D A D D Approach Delay 10.4 5.5 38.7 Approach LOS B A D Queue Length 50th (ft) 7 0 9 24 32 23 Queue Length 95th (ft) 71 6 29 49 67 53 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 1392 1491 295 1512 373 334 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.02 0.06 0.14 0.16 0.13 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.28 Intersection Signal Delay: 14.7 Intersection LOS: B Intersection Capacity Utilization 24.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 271 308 160 541 57 16 Future Volume (vph) 271 308 160 541 57 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 301 342 178 601 63 18 Shared Lane Traffic (%) Lane Group Flow (vph) 301 342 178 601 63 18 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 22.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 24.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 15.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 47.5 63.6 16.4 68.9 11.1 11.1 Actuated g/C Ratio 0.53 0.71 0.18 0.77 0.12 0.12 v/c Ratio 0.31 0.31 0.55 0.42 0.29 0.09 Control Delay 14.5 6.5 46.3 2.2 38.6 34.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 14.5 6.5 46.3 2.2 38.6 34.8 LOS B A D A D C Approach Delay 10.2 12.3 37.8 Approach LOS B B D Queue Length 50th (ft) 90 62 93 33 33 9 Queue Length 95th (ft) 179 125 m112 56 68 28 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 983 1222 688 1426 334 299 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.28 0.26 0.42 0.19 0.06 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 42.6% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 201 86 39 321 381 266 Future Volume (vph) 201 86 39 321 381 266 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 223 96 43 357 423 296 Shared Lane Traffic (%) Lane Group Flow (vph) 223 96 43 357 423 296 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 33.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 36.7% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 26.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 FNB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 44.4 77.5 10.1 53.9 26.1 26.1 Actuated g/C Ratio 0.49 0.86 0.11 0.60 0.29 0.29 v/c Ratio 0.24 0.07 0.22 0.32 0.83 0.65 Control Delay 5.9 1.9 38.6 10.4 44.3 34.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.9 1.9 38.6 10.4 44.3 34.8 LOS A A D B D C Approach Delay 4.7 13.4 40.4 Approach LOS A B D Queue Length 50th (ft) 86 27 23 98 216 142 Queue Length 95th (ft) 13 0 53 152 #356 228 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 919 1354 432 1116 550 492 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.07 0.10 0.32 0.77 0.60 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 25.0 Intersection LOS: C Intersection Capacity Utilization 50.0% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 113 157 209 146 18 298 Future Volume (vph) 113 157 209 146 18 298 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 275 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 126 174 232 162 20 331 Shared Lane Traffic (%) Lane Group Flow (vph) 126 174 232 162 20 331 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 28.0 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 31.1% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 21.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 46.4 60.6 19.4 70.7 9.3 33.6 Actuated g/C Ratio 0.52 0.67 0.22 0.79 0.10 0.37 v/c Ratio 0.13 0.16 0.61 0.11 0.11 0.56 Control Delay 13.4 6.8 37.0 4.9 37.9 25.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.4 6.8 37.0 4.9 37.9 25.4 LOS B A D A D C Approach Delay 9.6 23.8 26.2 Approach LOS A C C Queue Length 50th (ft) 35 31 125 28 11 148 Queue Length 95th (ft) 78 72 184 64 32 196 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 275 Base Capacity (vph) 959 1541 465 1463 747 667 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.13 0.11 0.50 0.11 0.03 0.50 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 20.5 Intersection LOS: C Intersection Capacity Utilization 36.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 390 21 110 300 54 135 Future Volume (vph) 390 21 110 300 54 135 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 350 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 433 23 122 333 60 150 Shared Lane Traffic (%) Lane Group Flow (vph) 433 23 122 333 60 150 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 20.0 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 22.2% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 13.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 53.4 69.1 13.7 73.1 10.7 26.6 Actuated g/C Ratio 0.59 0.77 0.15 0.81 0.12 0.30 v/c Ratio 0.39 0.02 0.45 0.22 0.28 0.32 Control Delay 8.1 1.1 39.6 3.3 39.1 24.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 8.1 1.1 39.6 3.3 39.1 24.2 LOS A A D A D C Approach Delay 7.7 13.0 28.4 Approach LOS A B C Queue Length 50th (ft) 66 1 64 41 32 63 Queue Length 95th (ft) 115 m2 111 77 67 98 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 350 Base Capacity (vph) 1104 1347 307 1512 373 502 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.39 0.02 0.40 0.22 0.16 0.30 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 13.7 Intersection LOS: B Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 187 256 73 122 167 12 Future Volume (vph) 187 256 73 122 167 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 100 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.990 Flt Protected 0.950 0.955 Satd. Flow (prot) 1863 1583 1770 1863 3417 0 Flt Permitted 0.950 0.955 Satd. Flow (perm) 1863 1583 1770 1863 3417 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 904 1420 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 208 284 81 136 186 13 Shared Lane Traffic (%) Lane Group Flow (vph) 208 284 81 136 199 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 11111 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 22163 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 19.0 14.0 Total Split (s) 49.0 49.0 20.0 69.0 21.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 54.4% 54.4% 22.2% 76.7% 23.3% Maximum Green (s) 42.0 42.0 13.0 62.0 14.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 18.5 18.5 10.6 26.9 11.0 Actuated g/C Ratio 0.38 0.38 0.22 0.56 0.23 v/c Ratio 0.29 0.47 0.21 0.13 0.26 Control Delay 14.7 17.3 20.3 5.1 18.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 14.7 17.3 20.3 5.1 18.7 LOS B B C A B Approach Delay 16.2 10.8 18.7 Approach LOS B B B Queue Length 50th (ft) 47 70 20 15 24 Queue Length 95th (ft) 104 150 61 35 60 Internal Link Dist (ft) 824 1340 1018 Turn Bay Length (ft) 300 100 Base Capacity (vph) 1673 1422 578 1859 1191 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.12 0.20 0.14 0.07 0.17 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 48.4 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.47 Intersection Signal Delay: 15.5 Intersection LOS: B Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road Lanes, Volumes, Timings 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 89 110 37 159 36 12 Future Volume (vph) 89 110 37 159 36 12 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 0.967 Flt Protected 0.991 0.964 Satd. Flow (prot) 1863 1583 0 1846 1736 0 Flt Permitted 0.991 0.964 Satd. Flow (perm) 1863 1583 0 1846 1736 0 Link Speed (mph) 55 55 30 Link Distance (ft) 1420 1417 1115 Travel Time (s) 17.6 17.6 25.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 99 122 41 177 40 13 Shared Lane Traffic (%) Lane Group Flow (vph) 99 122 0 218 53 0 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 27.1% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 8 Intersection Int Delay, s/veh 1.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 89 110 37 159 36 12 Future Vol, veh/h 89 110 37 159 36 12 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 99 122 41 177 40 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 221 0 358 99 Stage 1 - - - - 99 - Stage 2 - - - - 259 - 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 - - 1348 - 640 957 Stage 1 - - - - 925 - Stage 2 - - - - 784 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1348 - 618 957 Mov Cap-2 Maneuver - - - - 618 - Stage 1 - - - - 925 - Stage 2 - - - - 757 - Approach EB WB NB HCM Control Delay, s 0 1.5 10.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 678 - - 1348 - HCM Lane V/C Ratio 0.079 - - 0.03 - HCM Control Delay (s) 10.8 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0.1 - Lanes, Volumes, Timings 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 9 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 431 256 0 288 0 12 Future Volume (vph) 431 256 0 288 0 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 0 0 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.865 Flt Protected Satd. Flow (prot) 1863 1583 0 1863 0 1611 Flt Permitted Satd. Flow (perm) 1863 1583 0 1863 0 1611 Link Speed (mph) 55 55 30 Link Distance (ft) 8384 953 1133 Travel Time (s) 103.9 11.8 25.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 479 284 0 320 0 13 Shared Lane Traffic (%) Lane Group Flow (vph) 479 284 0 320 0 13 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 0 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 32.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB AM Synchro 11 Report Davenport Page 10 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 431 256 0 288 0 12 Future Vol, veh/h 431 256 0 288 0 12 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - Stop Storage Length - 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 479 284 0 320 0 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 479 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 587 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----587 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 11.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 587 - - - HCM Lane V/C Ratio 0.023 - - - HCM Control Delay (s) 11.3 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.1 - - - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 289 308 413 573 57 157 Future Volume (vph) 289 308 413 573 57 157 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 275 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 321 342 459 637 63 174 Shared Lane Traffic (%) Lane Group Flow (vph) 321 342 459 637 63 174 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 40.0 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 44.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 33.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 33.5 49.5 30.5 68.9 11.1 46.5 Actuated g/C Ratio 0.37 0.55 0.34 0.77 0.12 0.52 v/c Ratio 0.46 0.39 0.77 0.45 0.29 0.21 Control Delay 26.6 14.7 31.8 3.3 38.6 11.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.6 14.7 31.8 3.3 38.6 11.1 LOS CBCADB Approach Delay 20.5 15.2 18.5 Approach LOS C B B Queue Length 50th (ft) 137 107 186 50 33 50 Queue Length 95th (ft) 256 199 m293 123 68 64 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 275 Base Capacity (vph) 693 975 697 1426 334 906 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.46 0.35 0.66 0.45 0.19 0.19 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 17.4 Intersection LOS: B Intersection Capacity Utilization 56.4% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 359 86 292 606 381 519 Future Volume (vph) 359 86 292 606 381 519 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 350 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 399 96 324 673 423 577 Shared Lane Traffic (%) Lane Group Flow (vph) 399 96 324 673 423 577 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 27.0 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 30.0% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 20.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 28.0 59.1 20.9 53.9 26.1 52.0 Actuated g/C Ratio 0.31 0.66 0.23 0.60 0.29 0.58 v/c Ratio 0.69 0.09 0.79 0.60 0.83 0.63 Control Delay 29.0 3.0 47.3 14.7 44.3 15.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.0 3.0 47.3 14.7 44.3 15.8 LOS CADBDB Approach Delay 24.0 25.3 27.9 Approach LOS C C C Queue Length 50th (ft) 225 12 171 234 216 183 Queue Length 95th (ft) #325 12 #291 347 #356 283 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 350 Base Capacity (vph) 579 1073 432 1116 550 933 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.69 0.09 0.75 0.60 0.77 0.62 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 26.1 Intersection LOS: C Intersection Capacity Utilization 68.7% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 375 123 35 333 443 32 Future Volume (vph) 375 123 35 333 443 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 100 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.990 Flt Protected 0.950 0.955 Satd. Flow (prot) 1863 1583 1770 1863 3417 0 Flt Permitted 0.950 0.955 Satd. Flow (perm) 1863 1583 1770 1863 3417 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 906 1417 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 417 137 39 370 492 36 Shared Lane Traffic (%) Lane Group Flow (vph) 417 137 39 370 528 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 11111 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 22163 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 25.0 14.0 Total Split (s) 43.0 43.0 14.0 57.0 33.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 47.8% 47.8% 15.6% 63.3% 36.7% Maximum Green (s) 36.0 36.0 7.0 50.0 26.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 19.9 19.9 10.0 24.0 16.7 Actuated g/C Ratio 0.38 0.38 0.19 0.46 0.32 v/c Ratio 0.58 0.23 0.11 0.43 0.48 Control Delay 18.7 14.7 26.5 10.7 17.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 18.7 14.7 26.5 10.7 17.7 LOS B B C B B Approach Delay 17.7 12.2 17.7 Approach LOS B B B Queue Length 50th (ft) 76 21 8 65 49 Queue Length 95th (ft) 248 83 46 144 153 Internal Link Dist (ft) 826 1337 1018 Turn Bay Length (ft) 300 100 Base Capacity (vph) 1461 1242 341 1664 2048 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.29 0.11 0.11 0.22 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 51.7 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 51.1% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road Lanes, Volumes, Timings 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 354 53 18 273 95 32 Future Volume (vph) 354 53 18 273 95 32 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 0.966 Flt Protected 0.997 0.964 Satd. Flow (prot) 1863 1583 0 1857 1735 0 Flt Permitted 0.997 0.964 Satd. Flow (perm) 1863 1583 0 1857 1735 0 Link Speed (mph) 55 55 30 Link Distance (ft) 1417 1407 1122 Travel Time (s) 17.6 17.4 25.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 393 59 20 303 106 36 Shared Lane Traffic (%) Lane Group Flow (vph) 393 59 0 323 142 0 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 43.0% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 8 Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 354 53 18 273 95 32 Future Vol, veh/h 354 53 18 273 95 32 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 393 59 20 303 106 36 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 452 0 736 393 Stage 1 - - - - 393 - Stage 2 - - - - 343 - 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 - - 1109 - 386 656 Stage 1 - - - - 682 - Stage 2 - - - - 719 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1109 - 378 656 Mov Cap-2 Maneuver - - - - 378 - Stage 1 - - - - 682 - Stage 2 - - - - 703 - Approach EB WB NB HCM Control Delay, s 0 0.5 17.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 423 - - 1109 - HCM Lane V/C Ratio 0.334 - - 0.018 - HCM Control Delay (s) 17.7 - - 8.3 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.4 - - 0.1 - Lanes, Volumes, Timings 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 9 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 467 123 0 776 0 32 Future Volume (vph) 467 123 0 776 0 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 0 0 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.865 Flt Protected Satd. Flow (prot) 1863 1583 0 1863 0 1611 Flt Permitted Satd. Flow (perm) 1863 1583 0 1863 0 1611 Link Speed (mph) 55 55 30 Link Distance (ft) 8395 943 1138 Travel Time (s) 104.1 11.7 25.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 519 137 0 862 0 36 Shared Lane Traffic (%) Lane Group Flow (vph) 519 137 0 862 0 36 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 0 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 44.2% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2036 Ph3 FB PM Synchro 11 Report Davenport Page 10 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 467 123 0 776 0 32 Future Vol, veh/h 467 123 0 776 0 32 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - Stop Storage Length - 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 519 137 0 862 0 36 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 519 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 557 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----557 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 11.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 557 - - - HCM Lane V/C Ratio 0.064 - - - HCM Control Delay (s) 11.9 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.2 - - - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 79 165 117 139 19 7 Future Volume (vph) 79 165 117 139 19 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 88 183 130 154 21 8 Shared Lane Traffic (%) Lane Group Flow (vph) 88 183 130 154 21 8 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 43.0 Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 47.8% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 36.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 51.8 66.1 13.9 70.7 9.3 9.3 Actuated g/C Ratio 0.58 0.73 0.15 0.79 0.10 0.10 v/c Ratio 0.08 0.16 0.48 0.11 0.11 0.05 Control Delay 9.9 4.5 38.5 4.5 38.0 36.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.9 4.5 38.5 4.5 38.0 36.9 LOS A A D A D D Approach Delay 6.2 20.1 37.7 Approach LOS A C D Queue Length 50th (ft) 21 26 72 22 11 4 Queue Length 95th (ft) 48 56 123 56 33 17 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 1072 1580 452 1463 747 668 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.08 0.12 0.29 0.11 0.03 0.01 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 14.5 Intersection LOS: B Intersection Capacity Utilization 27.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 63 23 15 198 57 41 Future Volume (vph) 63 23 15 198 57 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 70 26 17 220 63 46 Shared Lane Traffic (%) Lane Group Flow (vph) 70 26 17 220 63 46 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 24.0 Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 26.7% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 17.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 67.1 82.2 9.2 72.9 10.9 10.9 Actuated g/C Ratio 0.75 0.91 0.10 0.81 0.12 0.12 v/c Ratio 0.05 0.02 0.09 0.15 0.29 0.24 Control Delay 13.9 1.6 37.8 3.0 39.1 38.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.9 1.6 37.8 3.0 39.1 38.3 LOS B A D A D D Approach Delay 10.6 5.5 38.8 Approach LOS B A D Queue Length 50th (ft) 7 0 9 25 33 24 Queue Length 95th (ft) 72 7 29 51 69 55 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 1389 1490 295 1509 373 334 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.02 0.06 0.15 0.17 0.14 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 14.8 Intersection LOS: B Intersection Capacity Utilization 24.6% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 283 323 166 568 60 16 Future Volume (vph) 283 323 166 568 60 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 50 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 314 359 184 631 67 18 Shared Lane Traffic (%) Lane Group Flow (vph) 314 359 184 631 67 18 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 22.0 Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 24.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 15.0 Yellow Time (s) 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 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 47.0 63.3 16.7 68.8 11.2 11.2 Actuated g/C Ratio 0.52 0.70 0.19 0.76 0.12 0.12 v/c Ratio 0.32 0.32 0.56 0.44 0.30 0.09 Control Delay 15.1 6.8 45.6 2.3 38.7 34.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 15.1 6.8 45.6 2.3 38.7 34.6 LOS B A D A D C Approach Delay 10.6 12.0 37.8 Approach LOS B B D Queue Length 50th (ft) 96 67 95 35 35 9 Queue Length 95th (ft) 190 134 m110 m59 71 28 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 50 Base Capacity (vph) 973 1214 688 1423 334 299 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.30 0.27 0.44 0.20 0.06 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.56 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 44.1% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 209 90 40 334 400 277 Future Volume (vph) 209 90 40 334 400 277 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 232 100 44 371 444 308 Shared Lane Traffic (%) Lane Group Flow (vph) 232 100 44 371 444 308 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 1 0 1 1 1 1 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot Perm Protected Phases 2 8 1 6 8 Permitted Phases 2 8 Detector Phase 2 8 1 6 8 8 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 33.0 Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 36.7% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 26.0 Yellow Time (s) 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 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 FNB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize? Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 43.8 77.5 10.1 53.3 26.7 26.7 Actuated g/C Ratio 0.49 0.86 0.11 0.59 0.30 0.30 v/c Ratio 0.26 0.07 0.22 0.34 0.85 0.66 Control Delay 5.5 1.6 38.6 10.7 46.0 34.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.5 1.6 38.6 10.7 46.0 34.9 LOS A A D B D C Approach Delay 4.3 13.7 41.5 Approach LOS A B D Queue Length 50th (ft) 90 24 23 103 231 149 Queue Length 95th (ft) 12 0 54 158 #384 239 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 50 Base Capacity (vph) 906 1346 432 1103 550 492 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.07 0.10 0.34 0.81 0.63 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 25.6 Intersection LOS: C Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 128 165 244 155 19 397 Future Volume (vph) 128 165 244 155 19 397 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 275 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 142 183 271 172 21 441 Shared Lane Traffic (%) Lane Group Flow (vph) 142 183 271 172 21 441 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 28.0 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 31.1% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 21.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 41.8 56.1 23.9 70.7 9.3 38.2 Actuated g/C Ratio 0.46 0.62 0.27 0.79 0.10 0.42 v/c Ratio 0.16 0.19 0.58 0.12 0.11 0.66 Control Delay 17.0 9.4 31.7 5.1 38.0 24.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.0 9.4 31.7 5.1 38.0 24.8 LOS B A C A D C Approach Delay 12.7 21.4 25.4 Approach LOS B C C Queue Length 50th (ft) 45 41 140 32 11 195 Queue Length 95th (ft) 99 92 195 68 33 236 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 275 Base Capacity (vph) 866 1475 518 1463 747 714 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.16 0.12 0.52 0.12 0.03 0.62 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 20.6 Intersection LOS: C Intersection Capacity Utilization 42.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 502 23 142 341 57 168 Future Volume (vph) 502 23 142 341 57 168 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 350 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 558 26 158 379 63 187 Shared Lane Traffic (%) Lane Group Flow (vph) 558 26 158 379 63 187 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 20.0 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 22.2% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 13.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 51.4 67.3 15.5 72.9 10.9 28.6 Actuated g/C Ratio 0.57 0.75 0.17 0.81 0.12 0.32 v/c Ratio 0.52 0.02 0.52 0.25 0.29 0.37 Control Delay 10.4 2.6 39.5 3.5 39.1 23.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.4 2.6 39.5 3.5 39.1 23.8 LOS B A D A D C Approach Delay 10.1 14.1 27.7 Approach LOS B B C Queue Length 50th (ft) 83 1 83 48 33 78 Queue Length 95th (ft) 220 m6 135 90 69 114 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 350 Base Capacity (vph) 1064 1318 325 1509 373 520 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.52 0.02 0.49 0.25 0.17 0.36 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 14.8 Intersection LOS: B Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 230 342 98 138 222 16 Future Volume (vph) 230 342 98 138 222 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 100 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.990 Flt Protected 0.950 0.955 Satd. Flow (prot) 1863 1583 1770 1863 3417 0 Flt Permitted 0.950 0.955 Satd. Flow (perm) 1863 1583 1770 1863 3417 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 904 1420 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 256 380 109 153 247 18 Shared Lane Traffic (%) Lane Group Flow (vph) 256 380 109 153 265 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 11111 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 22163 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 19.0 14.0 Total Split (s) 49.0 49.0 20.0 69.0 21.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 54.4% 54.4% 22.2% 76.7% 23.3% Maximum Green (s) 42.0 42.0 13.0 62.0 14.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 20.8 20.8 11.9 33.3 12.5 Actuated g/C Ratio 0.37 0.37 0.21 0.59 0.22 v/c Ratio 0.37 0.66 0.29 0.14 0.35 Control Delay 16.8 22.9 25.7 5.0 23.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 16.8 22.9 25.7 5.0 23.2 LOS B C C A C Approach Delay 20.4 13.7 23.2 Approach LOS C B C Queue Length 50th (ft) 66 111 32 18 40 Queue Length 95th (ft) 138 227 90 43 90 Internal Link Dist (ft) 824 1340 1018 Turn Bay Length (ft) 300 100 Base Capacity (vph) 1448 1230 509 1787 1048 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.18 0.31 0.21 0.09 0.25 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 56.7 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 19.5 Intersection LOS: B Intersection Capacity Utilization 37.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road Lanes, Volumes, Timings 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 100 146 49 188 48 16 Future Volume (vph) 100 146 49 188 48 16 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 0.966 Flt Protected 0.990 0.964 Satd. Flow (prot) 1863 1583 0 1844 1735 0 Flt Permitted 0.990 0.964 Satd. Flow (perm) 1863 1583 0 1844 1735 0 Link Speed (mph) 55 55 30 Link Distance (ft) 1420 1417 1115 Travel Time (s) 17.6 17.6 25.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 111 162 54 209 53 18 Shared Lane Traffic (%) Lane Group Flow (vph) 111 162 0 263 71 0 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 29.6% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 8 Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 100 146 49 188 48 16 Future Vol, veh/h 100 146 49 188 48 16 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 111 162 54 209 53 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 273 0 428 111 Stage 1 - - - - 111 - Stage 2 - - - - 317 - 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 - - 1290 - 584 942 Stage 1 - - - - 914 - Stage 2 - - - - 738 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1290 - 557 942 Mov Cap-2 Maneuver - - - - 557 - Stage 1 - - - - 914 - Stage 2 - - - - 703 - Approach EB WB NB HCM Control Delay, s 0 1.6 11.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 620 - - 1290 - HCM Lane V/C Ratio 0.115 - - 0.042 - HCM Control Delay (s) 11.6 - - 7.9 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.4 - - 0.1 - Lanes, Volumes, Timings 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 9 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 556 342 0 359 0 16 Future Volume (vph) 556 342 0 359 0 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 0 0 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.865 Flt Protected Satd. Flow (prot) 1863 1583 0 1863 0 1611 Flt Permitted Satd. Flow (perm) 1863 1583 0 1863 0 1611 Link Speed (mph) 55 55 30 Link Distance (ft) 8384 953 1133 Travel Time (s) 103.9 11.8 25.8 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 618 380 0 399 0 18 Shared Lane Traffic (%) Lane Group Flow (vph) 618 380 0 399 0 18 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 0 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 39.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB AM Synchro 11 Report Davenport Page 10 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 556 342 0 359 0 16 Future Vol, veh/h 556 342 0 359 0 16 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - Stop Storage Length - 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 618 380 0 399 0 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 618 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 489 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----489 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 12.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 489 - - - HCM Lane V/C Ratio 0.036 - - - HCM Control Delay (s) 12.6 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.1 - - - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 307 323 504 610 60 204 Future Volume (vph) 307 323 504 610 60 204 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 275 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 341 359 560 678 67 227 Shared Lane Traffic (%) Lane Group Flow (vph) 341 359 560 678 67 227 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 40.0 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 44.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 33.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 29.1 45.4 34.6 68.8 11.2 50.9 Actuated g/C Ratio 0.32 0.50 0.38 0.76 0.12 0.57 v/c Ratio 0.57 0.45 0.82 0.48 0.30 0.25 Control Delay 31.7 17.6 32.8 4.4 38.7 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.7 17.6 32.8 4.4 38.7 9.8 LOS CBCADA Approach Delay 24.5 17.3 16.4 Approach LOS C B B Queue Length 50th (ft) 162 130 249 71 35 59 Queue Length 95th (ft) #277 209 m405 m167 71 83 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 275 Base Capacity (vph) 602 899 720 1423 334 929 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.57 0.40 0.78 0.48 0.20 0.24 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 421 90 378 714 400 615 Future Volume (vph) 421 90 378 714 400 615 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 350 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 468 100 420 793 444 683 Shared Lane Traffic (%) Lane Group Flow (vph) 468 100 420 793 444 683 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 27.0 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 30.0% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 20.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 25.3 56.8 23.2 53.5 26.5 54.7 Actuated g/C Ratio 0.28 0.63 0.26 0.59 0.29 0.61 v/c Ratio 0.89 0.10 0.92 0.72 0.85 0.71 Control Delay 45.4 2.9 61.7 18.0 46.6 17.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.4 2.9 61.7 18.0 46.6 17.3 LOS D A E B D B Approach Delay 38.0 33.1 28.8 Approach LOS D C C Queue Length 50th (ft) 274 7 237 307 231 242 Queue Length 95th (ft) #417 m14 #423 458 #384 380 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 350 Base Capacity (vph) 523 1025 455 1106 550 962 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.89 0.10 0.92 0.72 0.81 0.71 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 32.4 Intersection LOS: C Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 418 165 47 377 592 42 Future Volume (vph) 418 165 47 377 592 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 100 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.990 Flt Protected 0.950 0.955 Satd. Flow (prot) 1863 1583 1770 1863 3417 0 Flt Permitted 0.950 0.955 Satd. Flow (perm) 1863 1583 1770 1863 3417 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 906 1417 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 464 183 52 419 658 47 Shared Lane Traffic (%) Lane Group Flow (vph) 464 183 52 419 705 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 11111 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 22163 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 25.0 14.0 Total Split (s) 43.0 43.0 14.0 57.0 33.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 47.8% 47.8% 15.6% 63.3% 36.7% Maximum Green (s) 36.0 36.0 7.0 50.0 26.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 22.6 22.6 10.2 29.4 20.9 Actuated g/C Ratio 0.37 0.37 0.17 0.48 0.34 v/c Ratio 0.68 0.31 0.18 0.47 0.61 Control Delay 24.3 18.3 33.1 12.3 21.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.3 18.3 33.1 12.3 21.9 LOS CBCBC Approach Delay 22.6 14.6 21.9 Approach LOS C B C Queue Length 50th (ft) 171 57 20 97 128 Queue Length 95th (ft) 299 115 61 184 226 Internal Link Dist (ft) 826 1337 1018 Turn Bay Length (ft) 300 100 Base Capacity (vph) 1288 1095 293 1501 1764 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.36 0.17 0.18 0.28 0.40 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 61.6 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 58.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road Lanes, Volumes, Timings 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 390 71 24 297 127 42 Future Volume (vph) 390 71 24 297 127 42 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 0.966 Flt Protected 0.996 0.964 Satd. Flow (prot) 1863 1583 0 1855 1735 0 Flt Permitted 0.996 0.964 Satd. Flow (perm) 1863 1583 0 1855 1735 0 Link Speed (mph) 55 55 30 Link Distance (ft) 1417 1407 1122 Travel Time (s) 17.6 17.4 25.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 433 79 27 330 141 47 Shared Lane Traffic (%) Lane Group Flow (vph) 433 79 0 357 188 0 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 51.7% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 400: Phase 2 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 8 Intersection Int Delay, s/veh 4.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 390 71 24 297 127 42 Future Vol, veh/h 390 71 24 297 127 42 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 433 79 27 330 141 47 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 512 0 817 433 Stage 1 - - - - 433 - Stage 2 - - - - 384 - 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 - - 1053 - 346 623 Stage 1 - - - - 654 - Stage 2 - - - - 688 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1053 - 335 623 Mov Cap-2 Maneuver - - - - 335 - Stage 1 - - - - 654 - Stage 2 - - - - 667 - Approach EB WB NB HCM Control Delay, s 0 0.6 23.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 378 - - 1053 - HCM Lane V/C Ratio 0.497 - - 0.025 - HCM Control Delay (s) 23.6 - - 8.5 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 2.7 - - 0.1 - Lanes, Volumes, Timings 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 9 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 540 165 0 968 0 42 Future Volume (vph) 540 165 0 968 0 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 0 0 Storage Lanes 1 0 0 1 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.865 Flt Protected Satd. Flow (prot) 1863 1583 0 1863 0 1611 Flt Permitted Satd. Flow (perm) 1863 1583 0 1863 0 1611 Link Speed (mph) 55 55 30 Link Distance (ft) 8395 943 1138 Travel Time (s) 104.1 11.7 25.9 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 600 183 0 1076 0 47 Shared Lane Traffic (%) Lane Group Flow (vph) 600 183 0 1076 0 47 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 0 0 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 54.3% ICU Level of Service A Analysis Period (min) 15 HCM 6th TWSC 500: Phase 3 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB PM Synchro 11 Report Davenport Page 10 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 540 165 0 968 0 42 Future Vol, veh/h 540 165 0 968 0 42 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - Stop Storage Length - 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 600 183 0 1076 0 47 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 600 Stage 1 ------ Stage 2 ------ Critical Hdwy -----6.22 Critical Hdwy Stg 1 ------ Critical Hdwy Stg 2 ------ Follow-up Hdwy -----3.318 Pot Cap-1 Maneuver - - 0 - 0 501 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver -----501 Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------ Approach EB WB NB HCM Control Delay, s 0 0 12.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 501 - - - HCM Lane V/C Ratio 0.093 - - - HCM Control Delay (s) 12.9 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.3 - - - Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp AM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 128 165 244 155 19 397 Future Volume (vph) 128 165 244 155 19 397 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 350 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 142 183 271 172 21 441 Shared Lane Traffic (%) Lane Group Flow (vph) 142 183 271 172 21 441 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 19.0 43.0 28.0 47.0 43.0 28.0 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp AM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 21.1% 47.8% 31.1% 52.2% 47.8% 31.1% Maximum Green (s) 12.0 36.0 21.0 40.0 36.0 21.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 41.8 56.1 23.9 70.7 9.3 38.2 Actuated g/C Ratio 0.46 0.62 0.27 0.79 0.10 0.42 v/c Ratio 0.16 0.19 0.58 0.12 0.11 0.66 Control Delay 17.0 9.4 31.7 5.1 38.0 24.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.0 9.4 31.7 5.1 38.0 24.8 LOS B A C A D C Approach Delay 12.7 21.4 25.4 Approach LOS B C C Queue Length 50th (ft) 45 41 140 32 11 195 Queue Length 95th (ft) 99 92 195 68 33 236 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 350 Base Capacity (vph) 866 1475 518 1463 747 714 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.16 0.12 0.52 0.12 0.03 0.62 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 70 (78%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 20.6 Intersection LOS: C Intersection Capacity Utilization 42.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp AM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 502 23 142 341 57 168 Future Volume (vph) 502 23 142 341 57 168 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 400 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 558 26 158 379 63 187 Shared Lane Traffic (%) Lane Group Flow (vph) 558 26 158 379 63 187 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 46.0 24.0 20.0 66.0 24.0 20.0 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp AM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 51.1% 26.7% 22.2% 73.3% 26.7% 22.2% Maximum Green (s) 39.0 17.0 13.0 59.0 17.0 13.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 51.4 67.3 15.5 72.9 10.9 28.6 Actuated g/C Ratio 0.57 0.75 0.17 0.81 0.12 0.32 v/c Ratio 0.52 0.02 0.52 0.25 0.29 0.37 Control Delay 10.4 2.6 39.5 3.5 39.1 23.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.4 2.6 39.5 3.5 39.1 23.8 LOS B A D A D C Approach Delay 10.1 14.1 27.7 Approach LOS B B C Queue Length 50th (ft) 83 1 83 48 33 78 Queue Length 95th (ft) 220 m6 135 90 69 114 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 400 Base Capacity (vph) 1064 1318 325 1509 373 520 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.52 0.02 0.49 0.25 0.17 0.36 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 8 (9%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 14.8 Intersection LOS: B Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp AM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 230 342 98 138 222 16 Future Volume (vph) 230 342 98 138 222 16 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 125 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.990 Flt Protected 0.950 0.955 Satd. Flow (prot) 1863 1583 1770 1863 3417 0 Flt Permitted 0.950 0.955 Satd. Flow (perm) 1863 1583 1770 1863 3417 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 904 1420 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 256 380 109 153 247 18 Shared Lane Traffic (%) Lane Group Flow (vph) 256 380 109 153 265 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 11111 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 22163 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 19.0 14.0 Total Split (s) 49.0 49.0 20.0 69.0 21.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp AM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 54.4% 54.4% 22.2% 76.7% 23.3% Maximum Green (s) 42.0 42.0 13.0 62.0 14.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 20.8 20.8 11.9 33.3 12.5 Actuated g/C Ratio 0.37 0.37 0.21 0.59 0.22 v/c Ratio 0.37 0.66 0.29 0.14 0.35 Control Delay 16.8 22.9 25.7 5.0 23.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 16.8 22.9 25.7 5.0 23.2 LOS B C C A C Approach Delay 20.4 13.7 23.2 Approach LOS C B C Queue Length 50th (ft) 66 111 32 18 40 Queue Length 95th (ft) 138 227 90 43 90 Internal Link Dist (ft) 824 1340 1018 Turn Bay Length (ft) 300 125 Base Capacity (vph) 1448 1230 509 1787 1048 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.18 0.31 0.21 0.09 0.25 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 56.7 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 19.5 Intersection LOS: B Intersection Capacity Utilization 37.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp PM Synchro 11 Report Davenport Page 1 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 307 323 504 610 60 204 Future Volume (vph) 307 323 504 610 60 204 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 150 0 0 350 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 25 Link Distance (ft) 1805 871 1037 Travel Time (s) 27.3 13.2 28.3 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 341 359 560 678 67 227 Shared Lane Traffic (%) Lane Group Flow (vph) 341 359 560 678 67 227 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 36 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 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 28.0 22.0 40.0 68.0 22.0 40.0 Lanes, Volumes, Timings 100: EB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp PM Synchro 11 Report Davenport Page 2 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 31.1% 24.4% 44.4% 75.6% 24.4% 44.4% Maximum Green (s) 21.0 15.0 33.0 61.0 15.0 33.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 29.1 45.4 34.6 68.8 11.2 50.9 Actuated g/C Ratio 0.32 0.50 0.38 0.76 0.12 0.57 v/c Ratio 0.57 0.45 0.82 0.48 0.30 0.25 Control Delay 31.7 17.6 32.8 4.4 38.7 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.7 17.6 32.8 4.4 38.7 9.8 LOS CBCADA Approach Delay 24.5 17.3 16.4 Approach LOS C B B Queue Length 50th (ft) 162 130 249 71 35 59 Queue Length 95th (ft) #277 209 m405 m167 71 83 Internal Link Dist (ft) 1725 791 957 Turn Bay Length (ft) 150 350 Base Capacity (vph) 602 899 720 1423 334 929 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.57 0.40 0.78 0.48 0.20 0.24 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 83 (92%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 100: EB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp PM Synchro 11 Report Davenport Page 3 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 421 90 378 714 400 615 Future Volume (vph) 421 90 378 714 400 615 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 100 0 400 Storage Lanes 1 1 1 1 Taper Length (ft) 75 100 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 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 45 45 45 Link Distance (ft) 871 1066 1069 Travel Time (s) 13.2 16.2 16.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 468 100 420 793 444 683 Shared Lane Traffic (%) Lane Group Flow (vph) 468 100 420 793 444 683 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 0 12 36 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Yes Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 101111 Detector Template Leading Detector (ft) 306 0 40 306 40 40 Trailing Detector (ft) 300 0 0 300 0 0 Detector 1 Position(ft) 300 0 0 300 0 0 Detector 1 Size(ft) 6 20 40 6 40 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 Turn Type NA pm+ov Prot NA Prot pm+ov Protected Phases 281681 Permitted Phases 2 8 Detector Phase 281681 Switch Phase Minimum Initial (s) 12.0 7.0 7.0 12.0 7.0 7.0 Minimum Split (s) 19.0 14.0 14.0 19.0 14.0 14.0 Total Split (s) 30.0 33.0 27.0 57.0 33.0 27.0 Lanes, Volumes, Timings 200: WB I-40 Ramps & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp PM Synchro 11 Report Davenport Page 4 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 33.3% 36.7% 30.0% 63.3% 36.7% 30.0% Maximum Green (s) 23.0 26.0 20.0 50.0 26.0 20.0 Yellow Time (s) 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 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 6.0 3.0 3.0 6.0 3.0 3.0 Minimum Gap (s) 3.0 3.0 3.0 3.0 3.0 3.0 Time Before Reduce (s) 15.0 0.0 0.0 15.0 0.0 0.0 Time To Reduce (s) 30.0 0.0 0.0 30.0 0.0 0.0 Recall Mode C-Max None None C-Max None None Act Effct Green (s) 25.3 56.8 23.2 53.5 26.5 54.7 Actuated g/C Ratio 0.28 0.63 0.26 0.59 0.29 0.61 v/c Ratio 0.89 0.10 0.92 0.72 0.85 0.71 Control Delay 45.4 2.9 61.7 18.0 46.6 17.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.4 2.9 61.7 18.0 46.6 17.3 LOS D A E B D B Approach Delay 38.0 33.1 28.8 Approach LOS D C C Queue Length 50th (ft) 274 7 237 307 231 242 Queue Length 95th (ft) #417 m14 #423 458 #384 380 Internal Link Dist (ft) 791 986 989 Turn Bay Length (ft) 100 400 Base Capacity (vph) 523 1025 455 1106 550 962 Starvation Cap Reductn 000000 Spillback Cap Reductn 000000 Storage Cap Reductn 000000 Reduced v/c Ratio 0.89 0.10 0.92 0.72 0.81 0.71 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 4 (4%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 32.4 Intersection LOS: C Intersection Capacity Utilization 77.8% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 200: WB I-40 Ramps & Holly Shelter Road Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp PM Synchro 11 Report Davenport Page 5 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 418 165 47 377 592 42 Future Volume (vph) 418 165 47 377 592 42 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 300 125 0 0 Storage Lanes 1 1 2 0 Taper Length (ft) 100 100 Lane Util. Factor 1.00 1.00 1.00 1.00 0.97 0.95 Frt 0.850 0.990 Flt Protected 0.950 0.955 Satd. Flow (prot) 1863 1583 1770 1863 3417 0 Flt Permitted 0.950 0.955 Satd. Flow (perm) 1863 1583 1770 1863 3417 0 Right Turn on Red No No Satd. Flow (RTOR) Link Speed (mph) 55 55 30 Link Distance (ft) 906 1417 1098 Travel Time (s) 11.2 17.6 25.0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 464 183 52 419 658 47 Shared Lane Traffic (%) Lane Group Flow (vph) 464 183 52 419 705 0 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 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 Number of Detectors 11111 Detector Template Leading Detector (ft) 306 40 40 306 40 Trailing Detector (ft) 300 0 0 300 0 Detector 1 Position(ft) 300 0 0 300 0 Detector 1 Size(ft) 6 40 40 6 40 Detector 1 Type 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 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Turn Type NA Perm Prot NA Prot Protected Phases 2 1 6 3 Permitted Phases 2 Detector Phase 22163 Switch Phase Minimum Initial (s) 12.0 12.0 7.0 12.0 7.0 Minimum Split (s) 19.0 19.0 14.0 25.0 14.0 Total Split (s) 43.0 43.0 14.0 57.0 33.0 Lanes, Volumes, Timings 300: Phase 1 Roadway & Holly Shelter Road 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park 8:09 am 03/19/2024 2041 Full Build FB+Imp PM Synchro 11 Report Davenport Page 6 Lane Group EBT EBR WBL WBT NBL NBR Total Split (%) 47.8% 47.8% 15.6% 63.3% 36.7% Maximum Green (s) 36.0 36.0 7.0 50.0 26.0 Yellow Time (s) 5.0 5.0 5.0 5.0 5.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) -2.0 -2.0 -2.0 -2.0 -2.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode Min Min None Min None Act Effct Green (s) 22.6 22.6 10.2 29.4 20.9 Actuated g/C Ratio 0.37 0.37 0.17 0.48 0.34 v/c Ratio 0.68 0.31 0.18 0.47 0.61 Control Delay 24.3 18.3 33.1 12.3 21.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 24.3 18.3 33.1 12.3 21.9 LOS CBCBC Approach Delay 22.6 14.6 21.9 Approach LOS C B C Queue Length 50th (ft) 171 57 20 97 128 Queue Length 95th (ft) 299 115 61 184 226 Internal Link Dist (ft) 826 1337 1018 Turn Bay Length (ft) 300 125 Base Capacity (vph) 1288 1095 293 1501 1764 Starvation Cap Reductn 00000 Spillback Cap Reductn 00000 Storage Cap Reductn 00000 Reduced v/c Ratio 0.36 0.17 0.18 0.28 0.40 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 61.6 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 58.5% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 300: Phase 1 Roadway & Holly Shelter Road 232043 Holly Shelter Industrial Park Queueing Analysis SimTraffic Worksheets Queuing and Blocking Report 2024 Existing AM 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement WB NB Directions Served L L Maximum Queue (ft) 28 26 Average Queue (ft) 3 10 95th Queue (ft) 17 28 Link Distance (ft) 789 988 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement WB NB Directions Served L L Maximum Queue (ft) 5 47 Average Queue (ft) 0 21 95th Queue (ft) 4 40 Link Distance (ft) 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Network Summary Network wide Queuing Penalty: 0 Queuing and Blocking Report 2024 Existing PM 08/12/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB NB Directions Served R L L Maximum Queue (ft) 114 47 75 Average Queue (ft) 6 15 27 95th Queue (ft) 51 41 56 Link Distance (ft) 789 988 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) 0 3 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB NB NB Directions Served R L L R Maximum Queue (ft) 5 30 234 100 Average Queue (ft) 0 4 93 43 95th Queue (ft) 5 19 184 118 Link Distance (ft) 789 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 27 0 Queuing Penalty (veh) 51 1 Network Summary Network wide Queuing Penalty: 52 Queuing and Blocking Report 2026 FNB AM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 72 11 135 75 53 43 Average Queue (ft) 16 0 65 11 12 8 95th Queue (ft) 51 11 117 43 38 31 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 50 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 64 53 79 93 82 Average Queue (ft) 12 14 20 33 29 95th Queue (ft) 43 42 61 74 66 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 11 9 Queuing Penalty (veh) 0 4 4 Network Summary Network wide Queuing Penalty: 9 Queuing and Blocking Report 2026 FNB PM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 149 52 194 96 98 47 Average Queue (ft) 64 2 101 22 37 12 95th Queue (ft) 129 29 169 65 79 37 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 50 Storage Blk Time (%) 0 0 14 1 Queuing Penalty (veh) 1 0 2 1 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 106 5 70 162 484 150 Average Queue (ft) 32 0 28 76 263 133 95th Queue (ft) 80 5 62 136 439 178 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 3 53 48 Queuing Penalty (veh) 1 129 167 Network Summary Network wide Queuing Penalty: 300 Queuing and Blocking Report 2026 Ph1 FB AM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 86 191 93 139 131 Average Queue (ft) 27 89 28 29 64 95th Queue (ft) 67 152 75 99 110 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 0 1 29 Queuing Penalty (veh) 0 1 5 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 99 83 104 125 113 Average Queue (ft) 30 34 28 37 48 95th Queue (ft) 76 72 76 90 95 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 0 8 20 Queuing Penalty (veh) 0 0 6 10 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB WB NB NB Directions Served R LT L R Maximum Queue (ft) 11 43 57 23 Average Queue (ft) 1 7 25 7 95th Queue (ft) 6 30 44 22 Link Distance (ft) 2151 1057 1057 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 22 Queuing and Blocking Report 2026 Ph1 FB PM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 180 104 238 122 119 106 Average Queue (ft) 79 6 139 36 39 44 95th Queue (ft) 147 55 220 89 89 87 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 50 Storage Blk Time (%) 1 0 12 17 Queuing Penalty (veh) 2 0 7 9 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 159 16 174 296 648 150 Average Queue (ft) 72 1 82 118 354 142 95th Queue (ft) 141 9 148 220 649 171 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 6 8 53 57 Queuing Penalty (veh) 23 10 174 198 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement WB NB NB Directions Served LT L R Maximum Queue (ft) 51 122 47 Average Queue (ft) 5 47 15 95th Queue (ft) 28 86 37 Link Distance (ft) 2151 1057 1057 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 423 Queuing and Blocking Report 2026 Ph1 FB+Imp AM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 72 175 61 58 136 Average Queue (ft) 20 83 8 15 62 95th Queue (ft) 55 145 38 45 114 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 79 79 89 86 106 Average Queue (ft) 22 33 18 33 43 95th Queue (ft) 61 69 59 71 92 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 300 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Zone Summary Zone wide Queuing Penalty: 0 Queuing and Blocking Report 2026 Ph1 FB+Imp PM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 180 98 250 99 86 105 Average Queue (ft) 73 5 139 23 35 38 95th Queue (ft) 143 47 222 69 74 84 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 2 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 198 29 169 246 322 252 Average Queue (ft) 86 1 77 102 179 120 95th Queue (ft) 167 13 141 198 282 206 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 300 Storage Blk Time (%) 4 6 1 Queuing Penalty (veh) 17 7 2 Zone Summary Zone wide Queuing Penalty: 29 Queuing and Blocking Report 2031 FNB AM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 63 138 81 49 35 Average Queue (ft) 15 68 13 14 6 95th Queue (ft) 48 122 51 40 25 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 2 0 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 68 51 77 91 76 Average Queue (ft) 13 14 21 33 30 95th Queue (ft) 44 41 59 75 65 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 10 9 Queuing Penalty (veh) 0 4 5 Network Summary Network wide Queuing Penalty: 9 Queuing and Blocking Report 2031 FNB PM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 165 36 196 98 104 46 Average Queue (ft) 68 2 102 26 39 12 95th Queue (ft) 133 36 167 74 81 37 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 50 Storage Blk Time (%) 0 14 1 Queuing Penalty (veh) 1 2 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 108 84 176 542 150 Average Queue (ft) 33 30 77 301 137 95th Queue (ft) 84 67 143 512 177 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 3 55 50 Queuing Penalty (veh) 0 1 141 181 Network Summary Network wide Queuing Penalty: 327 Queuing and Blocking Report 2031 Ph2 FB AM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 84 193 65 222 226 Average Queue (ft) 31 96 9 34 124 95th Queue (ft) 72 169 41 132 205 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) 0 5 Queuing Penalty (veh) 1 1 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 160 138 170 92 141 Average Queue (ft) 49 66 37 37 66 95th Queue (ft) 114 118 110 78 120 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 300 Storage Blk Time (%) 3 0 Queuing Penalty (veh) 9 0 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB WB NB NB Directions Served R LT L R Maximum Queue (ft) 43 86 130 30 Average Queue (ft) 6 27 46 10 95th Queue (ft) 25 68 90 28 Link Distance (ft) 1351 1057 1057 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Ph2 FB AM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 2 Intersection: 400: Phase 2 Roadway & Holly Shelter Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 34 42 Average Queue (ft) 4 18 95th Queue (ft) 19 36 Link Distance (ft) 1395 1072 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 11 Queuing and Blocking Report 2031 Ph2 FB PM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 236 178 343 135 131 147 Average Queue (ft) 99 19 210 37 38 62 95th Queue (ft) 187 105 309 97 85 120 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 150 Storage Blk Time (%) 2 0 0 0 Queuing Penalty (veh) 6 1 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 266 59 174 489 359 302 Average Queue (ft) 134 3 136 193 205 154 95th Queue (ft) 230 25 197 361 313 259 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 300 Storage Blk Time (%) 25 14 1 0 Queuing Penalty (veh) 139 36 6 1 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB WB NB NB Directions Served R LT L R Maximum Queue (ft) 15 74 403 86 Average Queue (ft) 1 14 184 22 95th Queue (ft) 8 49 405 57 Link Distance (ft) 1349 1057 1057 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2031 Ph2 FB PM 09/11/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 2 Intersection: 400: Phase 2 Roadway & Holly Shelter Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 39 66 Average Queue (ft) 4 32 95th Queue (ft) 23 56 Link Distance (ft) 1385 1080 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 189 Queuing and Blocking Report 2031 Ph2 FB+Imp AM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 87 204 61 77 270 Average Queue (ft) 30 94 8 16 131 95th Queue (ft) 71 165 36 53 225 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 159 136 142 96 136 Average Queue (ft) 51 65 33 36 64 95th Queue (ft) 116 115 98 79 117 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 350 Storage Blk Time (%) 3 0 Queuing Penalty (veh) 8 0 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 115 283 87 85 130 86 Average Queue (ft) 43 132 37 21 60 17 95th Queue (ft) 88 230 74 58 103 50 Link Distance (ft) 836 1357 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Zone Summary Zone wide Queuing Penalty: 8 Queuing and Blocking Report 2031 Ph2 FB PM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 220 179 339 133 87 142 Average Queue (ft) 99 21 213 37 36 59 95th Queue (ft) 181 107 314 98 74 119 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 275 Storage Blk Time (%) 2 1 Queuing Penalty (veh) 7 1 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 261 38 174 459 393 324 Average Queue (ft) 134 3 136 197 201 151 95th Queue (ft) 230 22 197 368 317 260 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 350 Storage Blk Time (%) 25 14 1 0 Queuing Penalty (veh) 140 37 3 0 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 192 169 66 140 216 185 Average Queue (ft) 89 74 22 66 107 48 95th Queue (ft) 159 134 54 115 173 125 Link Distance (ft) 838 1355 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) 0 2 Queuing Penalty (veh) 0 1 Zone Summary Zone wide Queuing Penalty: 189 Queuing and Blocking Report 2036 FNB AM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 62 151 74 49 39 Average Queue (ft) 16 72 11 15 6 95th Queue (ft) 48 129 46 42 26 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 3 1 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 55 56 89 109 82 Average Queue (ft) 12 15 22 38 28 95th Queue (ft) 41 43 63 85 65 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 12 9 Queuing Penalty (veh) 0 5 5 Network Summary Network wide Queuing Penalty: 10 Queuing and Blocking Report 2036 FNB PM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 177 11 205 112 105 41 Average Queue (ft) 76 0 106 28 38 13 95th Queue (ft) 148 11 175 79 79 38 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 50 Storage Blk Time (%) 1 14 1 Queuing Penalty (veh) 2 2 1 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 106 6 103 193 558 150 Average Queue (ft) 35 0 32 80 323 138 95th Queue (ft) 88 5 76 150 534 179 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 4 56 53 Queuing Penalty (veh) 0 1 150 201 Network Summary Network wide Queuing Penalty: 357 Queuing and Blocking Report 2036 Ph3 FB AM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 107 210 75 52 272 Average Queue (ft) 39 102 11 15 148 95th Queue (ft) 86 180 46 40 238 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 165 146 160 103 165 Average Queue (ft) 61 65 39 38 72 95th Queue (ft) 136 120 113 81 131 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 350 Storage Blk Time (%) 3 0 Queuing Penalty (veh) 10 0 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 125 162 84 70 138 57 Average Queue (ft) 47 77 35 22 62 12 95th Queue (ft) 97 141 68 54 109 39 Link Distance (ft) 836 1357 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Queuing and Blocking Report 2036 Ph3 FB AM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 2 Intersection: 400: Phase 2 Roadway & Holly Shelter Road Movement EB WB NB Directions Served R LT LR Maximum Queue (ft) 6 44 56 Average Queue (ft) 0 6 19 95th Queue (ft) 4 26 40 Link Distance (ft) 1395 1066 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 500: Phase 3 Roadway & Holly Shelter Road Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 10 Queuing and Blocking Report 2036 Ph3 FB PM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 246 208 365 142 108 176 Average Queue (ft) 113 26 217 46 40 65 95th Queue (ft) 207 128 328 114 85 131 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 275 Storage Blk Time (%) 4 1 Queuing Penalty (veh) 12 1 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 282 35 174 540 360 330 Average Queue (ft) 152 2 148 248 207 163 95th Queue (ft) 255 23 206 470 324 268 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 350 Storage Blk Time (%) 33 16 1 0 Queuing Penalty (veh) 197 47 3 0 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 228 108 59 167 201 179 Average Queue (ft) 111 47 24 78 114 57 95th Queue (ft) 191 91 54 140 176 145 Link Distance (ft) 838 1355 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) 0 3 Queuing Penalty (veh) 0 1 Queuing and Blocking Report 2036 Ph3 FB PM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 2 Intersection: 400: Phase 2 Roadway & Holly Shelter Road Movement EB WB NB Directions Served R LT LR Maximum Queue (ft) 2 52 87 Average Queue (ft) 0 6 37 95th Queue (ft) 2 27 70 Link Distance (ft) 1385 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 500: Phase 3 Roadway & Holly Shelter Road Movement NB Directions Served R Maximum Queue (ft) 4 Average Queue (ft) 0 95th Queue (ft) 3 Link Distance (ft) 1091 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 263 Queuing and Blocking Report 2041 FNB AM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 68 153 76 55 38 Average Queue (ft) 18 75 11 17 6 95th Queue (ft) 53 129 45 46 26 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 50 Storage Blk Time (%) 3 0 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 61 53 84 103 76 Average Queue (ft) 12 16 23 40 30 95th Queue (ft) 42 43 64 84 65 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 14 9 Queuing Penalty (veh) 0 6 5 Network Summary Network wide Queuing Penalty: 11 Queuing and Blocking Report 2041 FNB PM 08/15/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 175 112 192 93 111 49 Average Queue (ft) 78 4 109 27 40 14 95th Queue (ft) 148 48 176 73 83 40 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 50 Storage Blk Time (%) 1 0 14 2 Queuing Penalty (veh) 2 0 2 1 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 125 10 124 192 775 150 Average Queue (ft) 40 0 37 89 427 142 95th Queue (ft) 94 7 83 159 805 174 Link Distance (ft) 776 776 992 1034 Upstream Blk Time (%) 3 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 100 50 Storage Blk Time (%) 0 5 61 51 Queuing Penalty (veh) 1 2 168 205 Network Summary Network wide Queuing Penalty: 381 Queuing and Blocking Report 2041 Full Build FB AM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 147 11 215 81 205 330 Average Queue (ft) 52 0 99 11 22 184 95th Queue (ft) 113 11 182 47 114 295 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 275 Storage Blk Time (%) 0 2 Queuing Penalty (veh) 1 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 257 150 189 90 172 Average Queue (ft) 98 83 54 38 84 95th Queue (ft) 203 138 145 80 150 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 350 Storage Blk Time (%) 8 1 Queuing Penalty (veh) 28 1 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 155 210 105 95 172 147 Average Queue (ft) 68 112 51 25 84 29 95th Queue (ft) 126 187 89 66 139 88 Link Distance (ft) 836 1357 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) 1 0 Queuing Penalty (veh) 1 0 Queuing and Blocking Report 2041 Full Build FB AM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 2 Intersection: 400: Phase 2 Roadway & Holly Shelter Road Movement EB WB NB Directions Served R LT LR Maximum Queue (ft) 19 50 54 Average Queue (ft) 1 9 22 95th Queue (ft) 9 33 42 Link Distance (ft) 1395 1066 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 500: Phase 3 Roadway & Holly Shelter Road Movement Directions Served Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 31 Queuing and Blocking Report 2041 Full Build FB PM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 271 235 412 135 98 187 Average Queue (ft) 137 59 249 59 40 80 95th Queue (ft) 242 195 372 123 82 151 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 275 Storage Blk Time (%) 7 2 Queuing Penalty (veh) 23 5 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB B14 NB NB Directions Served T R L T T L R Maximum Queue (ft) 486 32 175 1036 255 403 344 Average Queue (ft) 253 2 170 690 54 224 183 95th Queue (ft) 458 17 190 1151 338 348 308 Link Distance (ft) 776 776 992 8339 1034 Upstream Blk Time (%) 9 Queuing Penalty (veh) 83 Storage Bay Dist (ft) 100 350 Storage Blk Time (%) 53 20 1 0 Queuing Penalty (veh) 380 77 9 1 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 301 183 84 184 254 235 Average Queue (ft) 154 73 34 99 152 101 95th Queue (ft) 262 139 69 164 229 205 Link Distance (ft) 838 1355 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 100 Storage Blk Time (%) 0 0 7 Queuing Penalty (veh) 1 1 3 Queuing and Blocking Report 2041 Full Build FB PM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 2 Intersection: 400: Phase 2 Roadway & Holly Shelter Road Movement WB NB Directions Served LT LR Maximum Queue (ft) 66 118 Average Queue (ft) 8 50 95th Queue (ft) 37 93 Link Distance (ft) 1385 1074 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 500: Phase 3 Roadway & Holly Shelter Road Movement NB Directions Served R Maximum Queue (ft) 18 Average Queue (ft) 1 95th Queue (ft) 12 Link Distance (ft) 1091 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 582 Queuing and Blocking Report 2041 Full Build FB+Imp AM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 145 221 74 52 352 Average Queue (ft) 50 101 10 15 182 95th Queue (ft) 109 185 45 43 295 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB WB WB NB NB Directions Served T L T L R Maximum Queue (ft) 247 155 195 92 175 Average Queue (ft) 97 83 54 37 83 95th Queue (ft) 199 138 148 79 151 Link Distance (ft) 776 992 1034 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 100 400 Storage Blk Time (%) 7 1 Queuing Penalty (veh) 24 1 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 149 215 106 79 170 135 Average Queue (ft) 66 112 53 24 85 27 95th Queue (ft) 123 190 94 61 142 81 Link Distance (ft) 836 1357 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 125 Storage Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Zone Summary Zone wide Queuing Penalty: 26 Queuing and Blocking Report 2041 Full Build FB+Imp PM 08/30/2024 Holly Shelter Industrial Park Holly Shelter Industrial Park SimTraffic Report Davenport Page 1 Intersection: 100: EB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L R Maximum Queue (ft) 283 241 392 156 114 172 Average Queue (ft) 137 58 245 59 42 80 95th Queue (ft) 245 200 360 130 90 148 Link Distance (ft) 1761 776 776 986 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 350 Storage Blk Time (%) 6 2 Queuing Penalty (veh) 21 6 Intersection: 200: WB I-40 Ramps & Holly Shelter Road Movement EB EB WB WB B14 NB NB Directions Served T R L T T L R Maximum Queue (ft) 440 38 175 1062 354 433 381 Average Queue (ft) 229 2 171 727 64 233 189 95th Queue (ft) 387 18 190 1157 373 381 325 Link Distance (ft) 776 776 992 8339 1034 Upstream Blk Time (%) 10 Queuing Penalty (veh) 92 Storage Bay Dist (ft) 100 400 Storage Blk Time (%) 54 20 1 0 Queuing Penalty (veh) 383 74 7 1 Intersection: 300: Phase 1 Roadway & Holly Shelter Road Movement EB EB WB WB NB NB Directions Served T R L T L LR Maximum Queue (ft) 312 172 88 187 278 262 Average Queue (ft) 161 74 34 99 156 104 95th Queue (ft) 272 137 71 163 241 222 Link Distance (ft) 838 1355 1051 1051 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 125 Storage Blk Time (%) 1 0 3 Queuing Penalty (veh) 1 0 1 Zone Summary Zone wide Queuing Penalty: 586 232043 Holly Shelter Industrial Park Turning Movement Counts Count Number: SITE 1 County: PENDER Division: 03 Location: HOLLY SHELTER RD. AND I-40 EB RAMP Location Type: 3-LEG Count Type: TURNING MOVEMENT Count Start Date: 03-19-2024 Time: 6:00AM-7:00PM Video Time Used: 6:00AM- 7:00PM (03-19) Total Volume: 8,898 Weather: SUNNY 1. School in Session: YES 2. Pedestrians Observed During Count: YES 3. Disabled Pedestrians Present: NO 4. Counted By: JENNIFER LEIKEN 5. Data Processor: MICHAEL JOHNSON 6. Signal Inventory: N/A 7. Intersection Controlled By: STOP SIGN 8. Data Collection Method: Jamar DB-400 Electronic Count Board 9. Equipment Operating Properly: Yes 10. Area Lighting: NO 11. Construction Present: NO 12. Traffic Problems Observed: NONE LOCATION OF COUNT SITE: SITE 1 North T-INTERSECTION HO L L Y S H E L T E R R D . I-40 EB RAMP HO L L Y S H E L T E R R D . LOCATION CAMERA Westbound Approach: Looking Back Westbound: Westbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: Northbound Approach: Looking Back Northbound: Northbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: Eastbound Approach: Looking Back Eastbound: Eastbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: File Name : SITE 1 Site Code : SITE 1 Start Date : 3/19/2024 Page No : 1 HOLLY SHELTER RD. AND I-40 EB RAMP CASTLE HAYNE PENDER CO. WEATHER: SUNNY COUNTED BY: JENNIFER LEIKEN Groups Printed- ALL VEHICLES T-INTERSECTION SOUTHBOUND HOLLY SHELTER RD. WESTBOUND I-40 EB RAMP NORTHBOUND HOLLY SHELTER RD. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 6 8 0 0 14 2 0 0 0 2 0 4 5 0 9 25 06:15 AM 0 0 0 0 0 13 15 0 0 28 4 0 1 0 5 0 5 14 0 19 52 06:30 AM 0 0 0 0 0 9 7 0 0 16 4 0 0 0 4 0 8 19 0 27 47 06:45 AM 0 0 0 0 0 6 7 0 0 13 3 0 0 0 3 0 2 12 0 14 30 Total 0 0 0 0 0 34 37 0 0 71 13 0 1 0 14 0 19 50 0 69 154 07:00 AM 0 0 0 0 0 12 15 0 0 27 2 0 1 0 3 0 11 22 0 33 63 07:15 AM 0 0 0 0 0 11 17 0 0 28 3 0 0 0 3 0 11 26 0 37 68 07:30 AM 0 0 0 0 0 9 12 0 0 21 3 0 0 0 3 0 9 23 0 32 56 07:45 AM 0 0 0 0 0 8 15 0 0 23 2 0 1 0 3 0 15 32 0 47 73 Total 0 0 0 0 0 40 59 0 0 99 10 0 2 0 12 0 46 103 0 149 260 08:00 AM 0 0 0 0 0 14 21 0 0 35 2 0 0 0 2 0 15 26 0 41 78 08:15 AM 0 0 0 0 0 8 17 0 0 25 4 0 2 0 6 0 13 31 0 44 75 08:30 AM 0 0 0 0 0 15 21 0 0 36 6 0 1 0 7 0 12 44 0 56 99 08:45 AM 0 0 0 0 0 15 26 0 0 41 4 0 0 0 4 0 13 38 0 51 96 Total 0 0 0 0 0 52 85 0 0 137 16 0 3 0 19 0 53 139 0 192 348 09:00 AM 0 0 0 0 0 20 35 0 0 55 3 0 4 0 7 0 24 48 0 72 134 09:15 AM 0 0 0 0 0 21 25 0 0 46 6 0 0 0 6 0 17 42 0 59 111 09:30 AM 0 0 0 0 0 24 32 0 0 56 2 0 0 0 2 0 20 58 0 78 136 09:45 AM 0 0 0 0 0 21 42 0 0 63 6 0 3 0 9 0 27 45 0 72 144 Total 0 0 0 0 0 86 134 0 0 220 17 0 7 0 24 0 88 193 0 281 525 10:00 AM 0 0 0 0 0 24 41 0 0 65 12 0 2 0 14 0 15 46 0 61 140 10:15 AM 0 0 0 0 0 17 55 0 0 72 6 0 1 0 7 0 29 52 0 81 160 10:30 AM 0 0 0 0 0 20 33 0 0 53 9 0 2 0 11 0 26 51 0 77 141 10:45 AM 0 0 0 0 0 14 38 0 0 52 11 0 3 0 14 0 22 37 0 59 125 Total 0 0 0 0 0 75 167 0 0 242 38 0 8 0 46 0 92 186 0 278 566 11:00 AM 0 0 0 0 0 20 45 0 0 65 4 0 7 0 11 0 25 38 0 63 139 11:15 AM 0 0 0 0 0 20 53 0 0 73 7 0 3 0 10 0 20 37 0 57 140 11:30 AM 0 0 0 0 0 19 42 0 0 61 6 0 2 0 8 0 24 53 0 77 146 11:45 AM 0 0 0 0 0 16 62 0 0 78 12 0 2 0 14 0 25 43 0 68 160 Total 0 0 0 0 0 75 202 0 0 277 29 0 14 0 43 0 94 171 0 265 585 12:00 PM 0 0 0 0 0 26 64 0 0 90 6 0 7 0 13 0 38 44 0 82 185 12:15 PM 0 0 0 0 0 34 83 0 0 117 8 0 2 0 10 0 42 43 0 85 212 12:30 PM 0 0 0 0 0 30 82 0 0 112 9 0 4 0 13 0 41 48 0 89 214 12:45 PM 0 0 0 0 0 28 87 0 0 115 11 0 2 0 13 0 36 40 1 77 205 Total 0 0 0 0 0 118 316 0 0 434 34 0 15 0 49 0 157 175 1 333 816 01:00 PM 0 0 0 0 0 25 84 0 0 109 11 0 3 0 14 0 39 33 0 72 195 01:15 PM 0 0 0 0 0 27 93 0 0 120 8 0 4 0 12 0 32 45 0 77 209 01:30 PM 0 0 0 0 0 31 88 0 0 119 9 0 3 0 12 0 37 41 0 78 209 01:45 PM 0 0 0 0 0 35 81 0 0 116 9 0 4 0 13 0 43 42 0 85 214 Total 0 0 0 0 0 118 346 0 0 464 37 0 14 0 51 0 151 161 0 312 827 02:00 PM 0 0 0 0 0 18 85 0 0 103 6 0 6 0 12 0 30 34 0 64 179 02:15 PM 0 0 0 0 0 23 119 0 0 142 8 0 2 0 10 0 46 50 0 96 248 02:30 PM 0 0 0 0 0 20 110 0 0 130 14 0 4 0 18 0 49 40 0 89 237 02:45 PM 0 0 0 0 0 35 95 0 0 130 9 0 3 0 12 0 51 67 0 118 260 Total 0 0 0 0 0 96 409 0 0 505 37 0 15 0 52 0 176 191 0 367 924 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 1 Site Code : SITE 1 Start Date : 3/19/2024 Page No : 2 HOLLY SHELTER RD. AND I-40 EB RAMP CASTLE HAYNE PENDER CO. WEATHER: SUNNY COUNTED BY: JENNIFER LEIKEN Groups Printed- ALL VEHICLES T-INTERSECTION SOUTHBOUND HOLLY SHELTER RD. WESTBOUND I-40 EB RAMP NORTHBOUND HOLLY SHELTER RD. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 03:00 PM 0 0 0 0 0 27 94 0 0 121 16 0 1 0 17 0 52 56 0 108 246 03:15 PM 0 0 0 0 0 22 113 0 0 135 21 0 8 0 29 0 47 46 0 93 257 03:30 PM 0 0 0 0 0 49 139 0 0 188 11 0 6 0 17 0 53 55 0 108 313 03:45 PM 0 0 0 0 0 30 109 0 0 139 16 0 5 0 21 0 47 76 0 123 283 Total 0 0 0 0 0 128 455 0 0 583 64 0 20 0 84 0 199 233 0 432 1099 04:00 PM 0 0 0 0 0 38 131 0 0 169 15 0 0 0 15 0 67 110 0 177 361 04:15 PM 0 0 0 0 0 26 90 0 0 116 10 0 1 0 11 0 54 56 0 110 237 04:30 PM 0 0 0 0 0 23 110 0 0 133 9 0 3 0 12 0 37 62 0 99 244 04:45 PM 0 0 0 0 0 24 118 0 0 142 17 0 2 0 19 0 52 45 0 97 258 Total 0 0 0 0 0 111 449 0 0 560 51 0 6 0 57 0 210 273 0 483 1100 05:00 PM 0 0 0 0 0 51 137 0 0 188 18 0 4 0 22 0 44 76 0 120 330 05:15 PM 0 0 0 0 0 24 111 0 0 135 4 0 8 0 12 0 28 38 0 66 213 05:30 PM 0 0 0 0 0 24 106 0 0 130 16 0 3 0 19 0 32 48 0 80 229 05:45 PM 0 0 0 0 0 16 100 0 0 116 12 0 5 0 17 0 41 48 0 89 222 Total 0 0 0 0 0 115 454 0 0 569 50 0 20 0 70 0 145 210 0 355 994 06:00 PM 0 0 0 0 0 21 87 0 0 108 10 0 3 0 13 0 21 76 0 97 218 06:15 PM 0 0 0 0 0 24 85 0 0 109 8 0 5 0 13 0 21 37 0 58 180 06:30 PM 0 0 0 0 0 21 70 0 0 91 5 0 0 0 5 0 23 40 0 63 159 06:45 PM 0 0 0 0 0 13 64 0 0 77 10 0 2 0 12 0 24 30 0 54 143 Total 0 0 0 0 0 79 306 0 0 385 33 0 10 0 43 0 89 183 0 272 700 Grand Total 0 0 0 0 0 1127 3419 0 0 4546 429 0 135 0 564 0 1519 2268 1 3788 8898 Apprch %0 0 0 0 24.8 75.2 0 0 76.1 0 23.9 0 0 40.1 59.9 0 Total %0 0 0 0 0 12.7 38.4 0 0 51.1 4.8 0 1.5 0 6.3 0 17.1 25.5 0 42.6 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 1 Site Code : SITE 1 Start Date : 3/19/2024 Page No : 3 HOLLY SHELTER RD. AND I-40 EB RAMP CASTLE HAYNE PENDER CO. WEATHER: SUNNY COUNTED BY: JENNIFER LEIKEN T-INTERSECTION H O L L Y S H E L T E R R D . H O L L Y S H E L T E R R D . I-40 EB RAMP Right 0 Thru 0 Left 0 Peds 0 InOut Total 0 0 0 Ri g h t 0 Th r u 34 1 9 Le f t 11 2 7 Pe d s 0 Ou t To t a l In 16 5 4 45 4 6 62 0 0 Left 429 Thru 0 Right 135 Peds 0 Out TotalIn 3395 564 3959 Le f t 0 Th r u 15 1 9 Ri g h t 22 6 8 Pe d s 1 To t a l Ou t In 38 4 8 37 8 8 76 3 6 3/19/2024 06:00 AM 3/19/2024 06:45 PM ALL VEHICLES North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON Count Number: SITE 2 County: PENDER Division: 03 Location: HOLLY SHELTER AND I- 40 WB RAMP Location Type: 3-LEG Count Type: TURNING MOVEMENT Count Start Date: 03-19-2024 Time: 6:00AM-7:00PM Video Time Used: 6:00AM- 7:00PM (03-19) Total Volume: 7,689 Weather: SUNNY 1. School in Session: YES 2. Pedestrians Observed During Count: NO 3. Disabled Pedestrians Present: NO 4. Counted By: JENNIFER LEIKEN 5. Data Processor: MICHAEL JOHNSON 6. Signal Inventory: N/A 7. Intersection Controlled By: STOP SIGN 8. Data Collection Method: Jamar DB-400 Electronic Count Board 9. Equipment Operating Properly: Yes 10. Area Lighting: NO 11. Construction Present: NO 12. Traffic Problems Observed: NONE LOCATION OF COUNT SITE: SITE 2 North T-INTERSECTION HO L L Y S H E L T E R R D . I-40 WB RAMP HO L L Y S H E L T E R R D . LOCATION CAMERA Westbound Approach: Looking Back Westbound: Westbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: Northbound Approach: Looking Back Northbound: Northbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: Eastbound Approach: Looking Back Eastbound: Eastbound Approach: Stop Sign Within 300’: NO Traffic Signal Within 300’: NO Railroad Within 300’: NO If Yes Distance: File Name : SITE 2 Site Code : SITE 2 Start Date : 3/19/2024 Page No : 1 HOLLY SHELTER RD. AND I-40 WB RAMP CASTLE HAYNE PENDER CO. WEATHER: SUNNY COUNTED BY: JENNIFER LEIKEN Groups Printed- ALL VEHICLES T-INTERSECTION SOUTHBOUND HOLLY SHELTER RD. WESTBOUND I-40 WB RAMP NORTHBOUND HOLLY SHELTER RD. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 06:00 AM 0 0 0 0 0 2 10 0 0 12 5 0 1 0 6 0 1 3 0 4 22 06:15 AM 0 0 0 0 0 2 17 0 0 19 9 0 0 0 9 0 2 3 0 5 33 06:30 AM 0 0 0 0 0 2 11 0 0 13 1 0 3 0 4 0 5 3 0 8 25 06:45 AM 0 0 0 0 0 4 10 0 0 14 9 0 2 0 11 0 1 3 0 4 29 Total 0 0 0 0 0 10 48 0 0 58 24 0 6 0 30 0 9 12 0 21 109 07:00 AM 0 0 0 0 0 0 13 0 0 13 11 0 8 0 19 0 3 4 0 7 39 07:15 AM 0 0 0 0 0 0 16 0 0 16 13 0 7 0 20 0 9 7 0 16 52 07:30 AM 0 0 0 0 0 0 14 0 0 14 7 0 3 0 10 0 4 7 0 11 35 07:45 AM 0 0 0 0 0 2 15 0 0 17 10 0 7 0 17 0 11 5 0 16 50 Total 0 0 0 0 0 2 58 0 0 60 41 0 25 0 66 0 27 23 0 50 176 08:00 AM 0 0 0 0 0 3 25 0 0 28 9 0 3 0 12 0 8 7 0 15 55 08:15 AM 0 0 0 0 0 2 13 0 0 15 15 0 3 0 18 0 12 5 0 17 50 08:30 AM 0 0 0 0 0 0 25 0 0 25 11 0 9 0 20 0 7 6 0 13 58 08:45 AM 0 0 0 0 0 0 26 0 0 26 13 0 2 0 15 0 12 1 0 13 54 Total 0 0 0 0 0 5 89 0 0 94 48 0 17 0 65 0 39 19 0 58 217 09:00 AM 0 0 0 0 0 1 28 0 0 29 18 0 4 0 22 0 12 11 0 23 74 09:15 AM 0 0 0 0 0 1 33 0 0 34 28 0 6 0 34 0 12 5 0 17 85 09:30 AM 0 0 0 0 0 1 36 0 0 37 18 0 11 0 29 0 15 6 0 21 87 09:45 AM 0 0 0 0 0 3 28 0 0 31 39 0 8 0 47 0 20 9 0 29 107 Total 0 0 0 0 0 6 125 0 0 131 103 0 29 0 132 0 59 31 0 90 353 10:00 AM 0 0 0 0 0 2 36 0 0 38 31 0 10 0 41 0 14 5 0 19 98 10:15 AM 0 0 0 0 0 2 33 0 0 35 32 0 13 0 45 0 14 9 0 23 103 10:30 AM 0 0 0 0 0 2 34 0 0 36 20 0 8 0 28 0 17 7 0 24 88 10:45 AM 0 0 0 0 0 1 32 0 0 33 31 0 15 0 46 0 23 10 0 33 112 Total 0 0 0 0 0 7 135 0 0 142 114 0 46 0 160 0 68 31 0 99 401 11:00 AM 0 0 0 0 0 3 29 0 0 32 37 0 18 0 55 0 22 9 0 31 118 11:15 AM 0 0 0 0 0 4 32 0 0 36 41 0 20 0 61 0 14 9 0 23 120 11:30 AM 0 0 0 0 0 2 23 0 0 25 42 0 21 0 63 0 17 8 0 25 113 11:45 AM 0 0 0 0 0 2 26 0 0 28 52 0 13 0 65 0 19 8 0 27 120 Total 0 0 0 0 0 11 110 0 0 121 172 0 72 0 244 0 72 34 0 106 471 12:00 PM 0 0 0 0 0 4 48 0 0 52 55 0 21 0 76 0 34 11 0 45 173 12:15 PM 0 0 0 0 0 4 55 0 0 59 60 0 27 0 87 0 39 6 0 45 191 12:30 PM 0 0 0 0 0 1 63 0 0 64 50 0 33 0 83 0 31 9 0 40 187 12:45 PM 0 0 0 0 0 4 60 0 0 64 58 0 27 0 85 0 32 9 0 41 190 Total 0 0 0 0 0 13 226 0 0 239 223 0 108 0 331 0 136 35 0 171 741 01:00 PM 0 0 0 0 0 3 66 0 0 69 47 0 31 0 78 0 27 13 0 40 187 01:15 PM 0 0 0 0 0 3 47 0 0 50 71 0 26 0 97 0 28 7 0 35 182 01:30 PM 0 0 0 0 0 5 68 0 0 73 62 0 34 0 96 0 31 13 0 44 213 01:45 PM 0 0 0 0 0 3 52 0 0 55 51 0 23 0 74 0 31 13 0 44 173 Total 0 0 0 0 0 14 233 0 0 247 231 0 114 0 345 0 117 46 0 163 755 02:00 PM 0 0 0 0 0 9 59 0 0 68 55 0 29 0 84 0 22 10 0 32 184 02:15 PM 0 0 0 0 0 3 53 0 0 56 99 0 36 0 135 0 34 16 0 50 241 02:30 PM 0 0 0 0 0 5 47 0 0 52 70 0 18 0 88 0 34 19 0 53 193 02:45 PM 0 0 0 0 0 3 65 0 0 68 73 0 34 0 107 0 36 18 0 54 229 Total 0 0 0 0 0 20 224 0 0 244 297 0 117 0 414 0 126 63 0 189 847 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 3/19/2024 Page No : 2 HOLLY SHELTER RD. AND I-40 WB RAMP CASTLE HAYNE PENDER CO. WEATHER: SUNNY COUNTED BY: JENNIFER LEIKEN Groups Printed- ALL VEHICLES T-INTERSECTION SOUTHBOUND HOLLY SHELTER RD. WESTBOUND I-40 WB RAMP NORTHBOUND HOLLY SHELTER RD. EASTBOUND Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 03:00 PM 0 0 0 0 0 10 53 0 0 63 70 0 31 0 101 0 30 21 0 51 215 03:15 PM 0 0 0 0 0 6 58 0 0 64 86 0 40 0 126 0 41 19 0 60 250 03:30 PM 0 0 0 0 0 11 81 0 0 92 103 0 35 0 138 0 40 15 0 55 285 03:45 PM 0 0 0 0 0 6 65 0 0 71 96 0 64 0 160 0 35 21 0 56 287 Total 0 0 0 0 0 33 257 0 0 290 355 0 170 0 525 0 146 76 0 222 1037 04:00 PM 0 0 0 0 0 7 56 0 0 63 87 0 46 0 133 0 34 18 0 52 248 04:15 PM 0 0 0 0 0 4 66 0 0 70 73 0 50 0 123 0 42 23 0 65 258 04:30 PM 0 0 0 0 0 11 49 0 0 60 89 0 47 0 136 0 22 18 0 40 236 04:45 PM 0 0 0 0 0 7 62 0 0 69 89 0 48 0 137 0 41 17 0 58 264 Total 0 0 0 0 0 29 233 0 0 262 338 0 191 0 529 0 139 76 0 215 1006 05:00 PM 0 0 0 0 0 11 71 0 0 82 80 0 50 0 130 0 29 10 0 39 251 05:15 PM 0 0 0 0 0 5 59 0 0 64 123 0 74 0 197 0 33 15 0 48 309 05:30 PM 0 0 0 0 0 10 40 0 0 50 83 0 48 0 131 0 25 11 0 36 217 05:45 PM 0 0 0 0 0 6 36 0 0 42 90 0 35 0 125 0 32 15 0 47 214 Total 0 0 0 0 0 32 206 0 0 238 376 0 207 0 583 0 119 51 0 170 991 06:00 PM 0 0 0 0 0 2 33 0 0 35 71 0 38 0 109 0 21 5 0 26 170 06:15 PM 0 0 0 0 0 3 39 0 0 42 68 0 28 0 96 0 13 11 0 24 162 06:30 PM 0 0 0 0 0 4 36 0 0 40 49 0 20 0 69 0 10 14 0 24 133 06:45 PM 0 0 0 0 0 1 23 0 0 24 55 0 17 0 72 0 15 9 0 24 120 Total 0 0 0 0 0 10 131 0 0 141 243 0 103 0 346 0 59 39 0 98 585 Grand Total 0 0 0 0 0 192 2075 0 0 2267 2565 0 1205 0 3770 0 1116 536 0 1652 7689 Apprch %0 0 0 0 8.5 91.5 0 0 68 0 32 0 0 67.6 32.4 0 Total %0 0 0 0 0 2.5 27 0 0 29.5 33.4 0 15.7 0 49 0 14.5 7 0 21.5 TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON File Name : SITE 2 Site Code : SITE 2 Start Date : 3/19/2024 Page No : 3 HOLLY SHELTER RD. AND I-40 WB RAMP CASTLE HAYNE PENDER CO. WEATHER: SUNNY COUNTED BY: JENNIFER LEIKEN T-INTERSECTION H O L L Y S H E L T E R R D . H O L L Y S H E L T E R R D . I-40 WB RAMP Right 0 Thru 0 Left 0 Peds 0 InOut Total 0 0 0 Ri g h t 0 Th r u 20 7 5 Le f t 19 2 Pe d s 0 Ou t To t a l In 23 2 1 22 6 7 45 8 8 Left 2565 Thru 0 Right 1205 Peds 0 Out TotalIn 728 3770 4498 Le f t 0 Th r u 11 1 6 Ri g h t 53 6 Pe d s 0 To t a l Ou t In 46 4 0 16 5 2 62 9 2 3/19/2024 06:00 AM 3/19/2024 06:45 PM ALL VEHICLES North TRUE DIRECTION TRAFFIC SERVICES, INC. 236-1 GRANDVIEW DR. SNEADS FERRY NC 28460 TRUEDIRECTIONTRAFFIC@GMAIL.COM 919-749-3979 MICHAEL JOHNSON 232043 Holly Shelter Industrial Park Supporting Documentation PC-Warrants Report: Page 1 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 1) Study Date : 8/14/2024 Signal Warrants - Summary Major Street Approaches Eastbound: Holly Shelter Road Number of Lanes : 2+ Total Approach Volume: 4,398 Westbound: Holly Shelter Road Number of Lanes :2+ Total Approach Volume: 2,847 Minor Street Approaches Northbound: Site Access 1 Number of Lanes :2+ Total Approach Volume: 1,816 Southbound: N/A Number of Lanes :1 Total Approach Volume: 0 Warrant Summary (Rural Values Apply) Warrant 1 - Eight Hour Vehicular Volumes.................................................................................................................................Not Satisfied Warrant 1A - Minimum Vehicular Volume.....................................................................................Not Satisfied Required volumes reached for 5 hours, 8 are needed Warrant 1B - Interruption of Continuous Traffic...........................................................................Not Satisfied Required volumes reached for 6 hours, 8 are needed Warrant 1C - Combination of Warrants.........................................................................................Not Satisfied Required 1A volumes reached for 7 hours, 8 are needed Required 1B volumes reached for 7 hours, 8 are needed Warrant 2 - Four Hour Volumes...................................................................................................................................................Satisfied Number of hours (6) volumes exceed minimum >= minimum required (4). Warrant 3 - Peak Hour...................................................................................................................................................................Satisfied Warrant 3A - Peak Hour Delay........................................................................................................Satisfied Number of one hour periods (20) volumes exceed minimum >= required (1). Delay data not evaluated. Warrant 3B - Peak Hour Volumes...................................................................................................Satisfied Volumes exceed minimums for at least one hour period. Warrant 4 - Pedestrian Volumes..................................................................................................................................................Not Evaluated Warrant 5 - School Crossing........................................................................................................................................................Not Evaluated Warrant 6 - Coordinated Signal System......................................................................................................................................Not Evaluated Warrant 7 - Crash Experience......................................................................................................................................................Not Evaluated Warrant 8 - Roadway Network.....................................................................................................................................................Not Evaluated Warrant 9 - Intersection Near a Grade Crossing........................................................................................................................Not Evaluated PC-Warrants Report: Page 2 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 1) Study Date : 8/14/2024 Warrant 1A - Minimum Volumes Description Intended for sites where the volume of intersecting traffic is the principal reason for consideration of a signal installation. Summary Only 5 one hour periods meet minimums. Warrant is NOT met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 420 Veh/Hr Minor = 140 105 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:30 - 16:30 504 +345 =849 330 0 Yes 16:30 - 17:30 441 +320 =761 208 0 Yes 14:30 - 15:30 423 +297 =720 306 0 Yes 12:30 - 13:30 403 +293 =696 142 0 Yes 13:30 - 14:30 374 +294 =668 152 0 Yes 12:15 - 13:15 425 +303 =728 139 0 No 12:00 - 13:00 432 +287 =719 136 0 No 11:45 - 12:45 392 +249 =641 129 0 No 11:30 - 12:30 353 +208 =561 122 0 No 17:30 - 18:30 302 +217 =519 136 0 No 11:15 - 12:15 308 +183 =491 115 0 No 06:00 - 07:00 359 +118 =477 56 0 No 06:15 - 07:15 358 +117 =475 60 0 No 06:30 - 07:30 362 +112 =474 64 0 No 07:00 - 08:00 356 +112 =468 72 0 No 06:45 - 07:45 351 +111 =462 68 0 No 07:15 - 08:15 334 +126 =460 73 0 No 17:45 - 18:45 252 +205 =457 98 0 No 11:00 - 12:00 280 +161 =441 108 0 No 10:45 - 11:45 273 +163 =436 98 0 No 07:30 - 08:30 311 +123 =434 74 0 No 07:45 - 08:45 298 +133 =431 75 0 No 10:30 - 11:30 247 +171 =418 88 0 No 08:00 - 09:00 272 +141 =413 76 0 No 10:15 - 11:15 227 167 394 78 0 No PC-Warrants Report: Page 3 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 1) Study Date : 8/14/2024 Warrant 1B - Interruption of Continuous Traffic Description Intended for sites where the volume of the major street is so heavy that traffic on the minor street suffers excessive delay or hazard. Summary Only 6 one hour periods meet minimums. Warrant is NOT met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 630 Veh/Hr Minor = 70 52 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:00 - 16:00 515 +351 =866 456 0 Yes 16:00 - 17:00 445 +298 =743 204 0 Yes 17:00 - 18:00 404 +291 =695 212 0 Yes 12:45 - 13:45 394 +301 =695 145 0 Yes 14:00 - 15:00 363 +284 =647 156 0 Yes 11:45 - 12:45 392 +249 =641 129 0 Yes 13:45 - 14:45 354 +272 =626 154 0 No 11:30 - 12:30 353 +208 =561 122 0 No 11:15 - 12:15 308 +183 =491 115 0 No 06:00 - 07:00 359 +118 =477 56 0 No 06:15 - 07:15 358 +117 =475 60 0 No 06:30 - 07:30 362 +112 =474 64 0 No 07:00 - 08:00 356 +112 =468 72 0 No 06:45 - 07:45 351 +111 =462 68 0 No 07:15 - 08:15 334 +126 =460 73 0 No 11:00 - 12:00 280 +161 =441 108 0 No 10:45 - 11:45 273 +163 =436 98 0 No 07:30 - 08:30 311 +123 =434 74 0 No 07:45 - 08:45 298 +133 =431 75 0 No 10:30 - 11:30 247 +171 =418 88 0 No 08:00 - 09:00 272 +141 =413 76 0 No 10:15 - 11:15 227 +167 =394 78 0 No 18:00 - 19:00 210 +184 =394 60 0 No 08:15 - 09:15 247 +137 =384 73 0 No 08:30 - 09:30 220 152 372 70 0 No PC-Warrants Report: Page 4 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 1) Study Date : 8/14/2024 Warrant 1C Combination of Warrants Description Intended for sites where the traffic volumes don't meet individual warrants but where Warrants 1A and 1B are both met to 80% of their stated values. Summary Only 7 hours meet 1A minimums. Only 7 hours meet 1B minimums. Warrant is NOT met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70% applied Warrant 1A 1B Veh/Hr Major = 336 504 Veh/Hr Minor NB = 112 56 Veh/Hr Minor SB = 84 42 Major Road Minor Road Holly Shelter Road Site Access 1 Warrant 1A DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1A? 15:15 - 16:15 514 +345 =859 393 0 Yes 16:15 - 17:15 435 +322 =757 206 0 Yes 12:15 - 13:15 425 +303 =728 139 0 Yes 14:15 - 15:15 392 +284 =676 231 0 Yes 13:15 - 14:15 365 +289 =654 150 0 Yes 17:15 - 18:15 376 +241 =617 174 0 Yes 11:15 - 12:15 308 +183 =491 115 0 Yes 06:00 - 07:00 359 +118 =477 56 0 No 06:15 - 07:15 358 +117 =475 60 0 No 06:30 - 07:30 362 +112 =474 64 0 No 07:00 - 08:00 356 +112 =468 72 0 No 06:45 - 07:45 351 111 462 68 0 No Warrant 1B DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1B? 15:30 - 16:30 504 +345 =849 330 0 Yes 16:30 - 17:30 441 +320 =761 208 0 Yes 14:30 - 15:30 423 +297 =720 306 0 Yes 12:30 - 13:30 403 +293 =696 142 0 Yes 13:30 - 14:30 374 +294 =668 152 0 Yes 11:30 - 12:30 353 +208 =561 122 0 Yes 17:30 - 18:30 302 +217 =519 136 0 Yes 11:15 - 12:15 308 +183 =491 115 0 No 06:00 - 07:00 359 +118 =477 56 0 No 06:15 - 07:15 358 +117 =475 60 0 No 06:30 - 07:30 362 +112 =474 64 0 No 07:00 - 08:00 356 112 468 72 0 No PC-Warrants Report: Page 5 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 1) Study Date : 8/14/2024 Warrant 2 - Four Hour Volumes Description Intended for sites where the volume of intersecting traffic during any four hours of the day is the principal reason for consideration of a signal installation. Summary 6 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 14:45 - 15:45 466 +343 =809 381 0 Yes 15:45 - 16:45 476 +306 =782 267 0 Yes 16:45 - 17:45 436 +314 =750 210 0 Yes 12:45 - 13:45 394 +301 =695 145 0 Yes 11:45 - 12:45 392 +249 =641 129 0 Yes 13:45 - 14:45 354 +272 =626 154 0 Yes 11:30 - 12:30 353 +208 =561 122 0 No 11:15 - 12:15 308 +183 =491 115 0 No 06:00 - 07:00 359 +118 =477 56 0 No 06:15 - 07:15 358 +117 =475 60 0 No 06:30 - 07:30 362 +112 =474 64 0 No 07:00 - 08:00 356 112 468 72 0 No PC-Warrants Report: Page 1 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 2) Study Date : 8/14/2024 Signal Warrants - Summary Major Street Approaches Eastbound: Holly Shelter Road Number of Lanes : 2+ Total Approach Volume: 7,597 Westbound: Holly Shelter Road Number of Lanes :2+ Total Approach Volume: 3,987 Minor Street Approaches Northbound: Site Access 1 Number of Lanes :2+ Total Approach Volume: 3,988 Southbound: N/A Number of Lanes :1 Total Approach Volume: 0 Warrant Summary (Rural Values Apply) Warrant 1 - Eight Hour Vehicular Volumes.................................................................................................................................Satisfied Warrant 1A - Minimum Vehicular Volume.....................................................................................Satisfied Required volumes reached for 12 hours, 8 are needed Warrant 1B - Interruption of Continuous Traffic...........................................................................Satisfied Required volumes reached for 11 hours, 8 are needed Warrant 1C - Combination of Warrants.........................................................................................Satisfied Required 1A volumes reached for 13 hours, 8 are needed Required 1B volumes reached for 13 hours, 8 are needed Warrant 2 - Four Hour Volumes...................................................................................................................................................Satisfied Number of hours (12) volumes exceed minimum >= minimum required (4). Warrant 3 - Peak Hour...................................................................................................................................................................Satisfied Warrant 3A - Peak Hour Delay........................................................................................................Satisfied Number of one hour periods (40) volumes exceed minimum >= required (1). Delay data not evaluated. Warrant 3B - Peak Hour Volumes...................................................................................................Satisfied Volumes exceed minimums for at least one hour period. Warrant 4 - Pedestrian Volumes..................................................................................................................................................Not Evaluated Warrant 5 - School Crossing........................................................................................................................................................Not Evaluated Warrant 6 - Coordinated Signal System......................................................................................................................................Not Evaluated Warrant 7 - Crash Experience......................................................................................................................................................Not Evaluated Warrant 8 - Roadway Network.....................................................................................................................................................Not Evaluated Warrant 9 - Intersection Near a Grade Crossing........................................................................................................................Not Evaluated PC-Warrants Report: Page 2 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 2) Study Date : 8/14/2024 Warrant 1A - Minimum Volumes Description Intended for sites where the volume of intersecting traffic is the principal reason for consideration of a signal installation. Summary 12 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 420 Veh/Hr Minor = 140 105 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:30 - 16:30 755 +518 =1273 722 0 Yes 14:30 - 15:30 673 +458 =1131 672 0 Yes 12:30 - 13:30 672 +388 =1060 316 0 Yes 06:30 - 07:30 869 +186 =1055 142 0 Yes 16:30 - 17:30 585 +433 =1018 456 0 Yes 13:30 - 14:30 582 +386 =968 334 0 Yes 11:30 - 12:30 613 +290 =903 272 0 Yes 07:30 - 08:30 711 +191 =902 160 0 Yes 17:30 - 18:30 379 +288 =667 298 0 Yes 08:30 - 09:30 460 +206 =666 152 0 Yes 10:30 - 11:30 413 +227 =640 192 0 Yes 09:30 - 10:30 321 +214 =535 144 0 Yes 06:00 - 07:00 920 +194 =1114 128 0 No 06:15 - 07:15 892 +192 =1084 135 0 No 05:45 - 06:45 691 +146 =837 96 0 No 05:30 - 06:30 456 +99 =555 64 0 No 05:15 - 06:15 228 +46 =274 32 0 No 18:30 - 19:30 108 +103 =211 64 0 No 18:45 - 19:45 55 +43 =98 32 0 No 23:00 - 00:00 0 +0 =0 0 0 No 23:15 - 00:15 0 +0 =0 0 0 No 19:00 - 20:00 0 +0 =0 0 0 No 19:15 - 20:15 0 +0 =0 0 0 No 19:30 - 20:30 0 +0 =0 0 0 No 19:45 - 20:45 0 0 0 0 0 No PC-Warrants Report: Page 3 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 2) Study Date : 8/14/2024 Warrant 1B - Interruption of Continuous Traffic Description Intended for sites where the volume of the major street is so heavy that traffic on the minor street suffers excessive delay or hazard. Summary 11 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 630 Veh/Hr Minor = 70 52 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:30 - 16:30 755 +518 =1273 722 0 Yes 14:30 - 15:30 673 +458 =1131 672 0 Yes 12:30 - 13:30 672 +388 =1060 316 0 Yes 16:30 - 17:30 585 +433 =1018 456 0 Yes 06:45 - 07:45 830 +184 =1014 149 0 Yes 13:30 - 14:30 582 +386 =968 334 0 Yes 11:30 - 12:30 613 +290 =903 272 0 Yes 07:45 - 08:45 672 +199 =871 162 0 Yes 05:45 - 06:45 691 +146 =837 96 0 Yes 17:30 - 18:30 379 +288 =667 298 0 Yes 10:30 - 11:30 413 +227 =640 192 0 Yes 08:45 - 09:45 387 +209 =596 146 0 No 10:15 - 11:15 369 +216 =585 170 0 No 05:30 - 06:30 456 +99 =555 64 0 No 09:30 - 10:30 321 +214 =535 144 0 No 09:15 - 10:15 319 +213 =532 142 0 No 10:00 - 11:00 315 +213 =528 148 0 No 09:45 - 10:45 312 +212 =524 146 0 No 09:00 - 10:00 318 +204 =522 140 0 No 05:15 - 06:15 228 +46 =274 32 0 No 18:30 - 19:30 108 +103 =211 64 0 No 18:45 - 19:45 55 +43 =98 32 0 No 00:30 - 01:30 0 +0 =0 0 0 No 22:30 - 23:30 0 +0 =0 0 0 No 20:15 - 21:15 0 0 0 0 0 No PC-Warrants Report: Page 4 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 2) Study Date : 8/14/2024 Warrant 1C Combination of Warrants Description Intended for sites where the traffic volumes don't meet individual warrants but where Warrants 1A and 1B are both met to 80% of their stated values. Summary 13 hours meet 1A minimums. 13 hours meet 1B minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70% applied Warrant 1A 1B Veh/Hr Major = 336 504 Veh/Hr Minor NB = 112 56 Veh/Hr Minor SB = 84 42 Major Road Minor Road Holly Shelter Road Site Access 1 Warrant 1A DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1A? 15:00 - 16:00 834 +580 =1414 1000 0 Yes 12:00 - 13:00 738 +385 =1123 308 0 Yes 06:00 - 07:00 920 +194 =1114 128 0 Yes 16:00 - 17:00 626 +413 =1039 444 0 Yes 13:00 - 14:00 612 +381 =993 324 0 Yes 07:00 - 08:00 808 +184 =992 156 0 Yes 14:00 - 15:00 545 +378 =923 344 0 Yes 17:00 - 18:00 510 +400 =910 468 0 Yes 08:00 - 09:00 620 +205 =825 164 0 Yes 11:00 - 12:00 494 +230 =724 236 0 Yes 10:00 - 11:00 315 +213 =528 148 0 Yes 09:00 - 10:00 318 204 522 140 0 Yes Warrant 1B DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1B? 15:30 - 16:30 755 +518 =1273 722 0 Yes 14:30 - 15:30 673 +458 =1131 672 0 Yes 12:30 - 13:30 672 +388 =1060 316 0 Yes 06:30 - 07:30 869 +186 =1055 142 0 Yes 16:30 - 17:30 585 +433 =1018 456 0 Yes 13:30 - 14:30 582 +386 =968 334 0 Yes 11:30 - 12:30 613 +290 =903 272 0 Yes 07:30 - 08:30 711 +191 =902 160 0 Yes 17:30 - 18:30 379 +288 =667 298 0 Yes 08:30 - 09:30 460 +206 =666 152 0 Yes 10:30 - 11:30 413 +227 =640 192 0 Yes 05:30 - 06:30 456 99 555 64 0 Yes PC-Warrants Report: Page 5 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 2) Study Date : 8/14/2024 Warrant 2 - Four Hour Volumes Description Intended for sites where the volume of intersecting traffic during any four hours of the day is the principal reason for consideration of a signal installation. Summary 12 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:15 - 16:15 799 +546 =1345 861 0 Yes 12:15 - 13:15 713 +400 =1113 312 0 Yes 16:15 - 17:15 597 +436 =1033 450 0 Yes 14:15 - 15:15 608 +411 =1019 508 0 Yes 06:45 - 07:45 830 +184 =1014 149 0 Yes 13:15 - 14:15 585 +380 =965 329 0 Yes 07:45 - 08:45 672 +199 =871 162 0 Yes 05:45 - 06:45 691 +146 =837 96 0 Yes 11:15 - 12:15 544 +259 =803 254 0 Yes 17:15 - 18:15 469 +331 =800 383 0 Yes 08:45 - 09:45 387 +209 =596 146 0 Yes 10:15 - 11:15 369 216 585 170 0 Yes PC-Warrants Report: Page 1 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 3) Study Date : 8/14/2024 Signal Warrants - Summary Major Street Approaches Eastbound: Holly Shelter Road Number of Lanes : 2+ Total Approach Volume: 6,452 Westbound: Holly Shelter Road Number of Lanes :2+ Total Approach Volume: 4,312 Minor Street Approaches Northbound: Site Access 1 Number of Lanes :2+ Total Approach Volume: 4,308 Southbound: N/A Number of Lanes :1 Total Approach Volume: 0 Warrant Summary (Rural Values Apply) Warrant 1 - Eight Hour Vehicular Volumes.................................................................................................................................Satisfied Warrant 1A - Minimum Vehicular Volume.....................................................................................Satisfied Required volumes reached for 12 hours, 8 are needed Warrant 1B - Interruption of Continuous Traffic...........................................................................Satisfied Required volumes reached for 10 hours, 8 are needed Warrant 1C - Combination of Warrants.........................................................................................Satisfied Required 1A volumes reached for 13 hours, 8 are needed Required 1B volumes reached for 12 hours, 8 are needed Warrant 2 - Four Hour Volumes...................................................................................................................................................Satisfied Number of hours (11) volumes exceed minimum >= minimum required (4). Warrant 3 - Peak Hour...................................................................................................................................................................Satisfied Warrant 3A - Peak Hour Delay........................................................................................................Satisfied Number of one hour periods (39) volumes exceed minimum >= required (1). Delay data not evaluated. Warrant 3B - Peak Hour Volumes...................................................................................................Satisfied Volumes exceed minimums for at least one hour period. Warrant 4 - Pedestrian Volumes..................................................................................................................................................Not Evaluated Warrant 5 - School Crossing........................................................................................................................................................Not Evaluated Warrant 6 - Coordinated Signal System......................................................................................................................................Not Evaluated Warrant 7 - Crash Experience......................................................................................................................................................Not Evaluated Warrant 8 - Roadway Network.....................................................................................................................................................Not Evaluated Warrant 9 - Intersection Near a Grade Crossing........................................................................................................................Not Evaluated PC-Warrants Report: Page 2 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 3) Study Date : 8/14/2024 Warrant 1A - Minimum Volumes Description Intended for sites where the volume of intersecting traffic is the principal reason for consideration of a signal installation. Summary 12 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 420 Veh/Hr Minor = 140 105 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:15 - 16:15 745 +592 =1337 929 0 Yes 16:15 - 17:15 573 +468 =1041 482 0 Yes 12:15 - 13:15 610 +430 =1040 334 0 Yes 14:15 - 15:15 558 +445 =1003 549 0 Yes 13:15 - 14:15 515 +412 =927 357 0 Yes 06:15 - 07:15 634 +216 =850 145 0 Yes 17:15 - 18:15 474 +352 =826 410 0 Yes 07:15 - 08:15 559 +219 =778 174 0 Yes 11:15 - 12:15 456 +280 =736 274 0 Yes 08:15 - 09:15 409 +212 =621 174 0 Yes 10:15 - 11:15 314 +232 =546 184 0 Yes 09:15 - 10:15 272 +229 =501 157 0 Yes 06:00 - 07:00 648 +218 =866 136 0 No 05:45 - 06:45 487 +164 =651 102 0 No 05:30 - 06:30 320 +111 =431 68 0 No 18:15 - 19:15 173 +173 =346 105 0 No 18:30 - 19:30 108 +108 =216 70 0 No 05:15 - 06:15 160 +52 =212 34 0 No 18:45 - 19:45 55 +45 =100 35 0 No 03:45 - 04:45 0 +0 =0 0 0 No 04:30 - 05:30 0 +0 =0 0 0 No 23:00 - 00:00 0 +0 =0 0 0 No 23:15 - 00:15 0 +0 =0 0 0 No 19:00 - 20:00 0 +0 =0 0 0 No 19:15 - 20:15 0 0 0 0 0 No PC-Warrants Report: Page 3 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 3) Study Date : 8/14/2024 Warrant 1B - Interruption of Continuous Traffic Description Intended for sites where the volume of the major street is so heavy that traffic on the minor street suffers excessive delay or hazard. Summary 10 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 630 Veh/Hr Minor = 70 52 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 14:45 - 15:45 692 +585 =1277 903 0 Yes 15:45 - 16:45 653 +485 =1138 627 0 Yes 16:45 - 17:45 558 +455 =1013 494 0 Yes 12:45 - 13:45 560 +426 =986 346 0 Yes 11:45 - 12:45 571 +365 =936 310 0 Yes 13:45 - 14:45 493 +394 =887 367 0 Yes 06:45 - 07:45 601 +208 =809 163 0 Yes 07:45 - 08:45 498 +218 =716 178 0 Yes 05:45 - 06:45 487 +164 =651 102 0 Yes 10:45 - 11:45 393 +243 =636 232 0 Yes 10:30 - 11:30 350 +245 =595 208 0 No 17:45 - 18:45 315 +272 =587 230 0 No 10:15 - 11:15 314 +232 =546 184 0 No 08:45 - 09:45 311 +225 =536 162 0 No 09:30 - 10:30 274 +229 =503 158 0 No 09:15 - 10:15 272 +229 =501 157 0 No 10:00 - 11:00 268 +228 =496 160 0 No 09:45 - 10:45 265 +227 =492 159 0 No 09:00 - 10:00 271 +220 =491 156 0 No 18:00 - 19:00 258 +230 =488 140 0 No 05:30 - 06:30 320 +111 =431 68 0 No 18:15 - 19:15 173 +173 =346 105 0 No 18:30 - 19:30 108 +108 =216 70 0 No 05:15 - 06:15 160 +52 =212 34 0 No 18:45 - 19:45 55 45 100 35 0 No PC-Warrants Report: Page 4 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 3) Study Date : 8/14/2024 Warrant 1C Combination of Warrants Description Intended for sites where the traffic volumes don't meet individual warrants but where Warrants 1A and 1B are both met to 80% of their stated values. Summary 13 hours meet 1A minimums. 12 hours meet 1B minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70% applied Warrant 1A 1B Veh/Hr Major = 336 504 Veh/Hr Minor NB = 112 56 Veh/Hr Minor SB = 84 42 Major Road Minor Road Holly Shelter Road Site Access 1 Warrant 1A DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1A? 15:00 - 16:00 773 +631 =1404 1080 0 Yes 12:00 - 13:00 626 +413 =1039 328 0 Yes 16:00 - 17:00 592 +444 =1036 476 0 Yes 13:00 - 14:00 536 +414 =950 352 0 Yes 17:00 - 18:00 515 +427 =942 500 0 Yes 14:00 - 15:00 498 +408 =906 372 0 Yes 06:00 - 07:00 648 +218 =866 136 0 Yes 07:00 - 08:00 594 +208 =802 172 0 Yes 08:00 - 09:00 459 +222 =681 180 0 Yes 11:00 - 12:00 414 +249 =663 256 0 Yes 10:00 - 11:00 268 +228 =496 160 0 Yes 09:00 - 10:00 271 220 491 156 0 Yes Warrant 1B DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1B? 15:15 - 16:15 745 +592 =1337 929 0 Yes 16:15 - 17:15 573 +468 =1041 482 0 Yes 12:15 - 13:15 610 +430 =1040 334 0 Yes 14:15 - 15:15 558 +445 =1003 549 0 Yes 13:15 - 14:15 515 +412 =927 357 0 Yes 17:15 - 18:15 474 +352 =826 410 0 Yes 06:45 - 07:45 601 +208 =809 163 0 Yes 11:15 - 12:15 456 +280 =736 274 0 Yes 07:45 - 08:45 498 +218 =716 178 0 Yes 05:45 - 06:45 487 +164 =651 102 0 Yes 10:15 - 11:15 314 +232 =546 184 0 Yes 08:45 - 09:45 311 225 536 162 0 Yes PC-Warrants Report: Page 5 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Phase 3) Study Date : 8/14/2024 Warrant 2 - Four Hour Volumes Description Intended for sites where the volume of intersecting traffic during any four hours of the day is the principal reason for consideration of a signal installation. Summary 11 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:15 - 16:15 745 +592 =1337 929 0 Yes 16:15 - 17:15 573 +468 =1041 482 0 Yes 12:15 - 13:15 610 +430 =1040 334 0 Yes 14:15 - 15:15 558 +445 =1003 549 0 Yes 13:15 - 14:15 515 +412 =927 357 0 Yes 06:00 - 07:00 648 +218 =866 136 0 Yes 17:15 - 18:15 474 +352 =826 410 0 Yes 07:00 - 08:00 594 +208 =802 172 0 Yes 11:15 - 12:15 456 +280 =736 274 0 Yes 08:00 - 09:00 459 +222 =681 180 0 Yes 10:15 - 11:15 314 +232 =546 184 0 Yes 05:45 - 06:45 487 164 651 102 0 No PC-Warrants Report: Page 1 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Full Build) Study Date : 8/14/2024 Signal Warrants - Summary Major Street Approaches Eastbound: Holly Shelter Road Number of Lanes : 2+ Total Approach Volume: 7,777 Westbound: Holly Shelter Road Number of Lanes :2+ Total Approach Volume: 4,944 Minor Street Approaches Northbound: Site Access 1 Number of Lanes :2+ Total Approach Volume: 5,760 Southbound: N/A Number of Lanes :1 Total Approach Volume: 0 Warrant Summary (Rural Values Apply) Warrant 1 - Eight Hour Vehicular Volumes.................................................................................................................................Satisfied Warrant 1A - Minimum Vehicular Volume.....................................................................................Satisfied Required volumes reached for 13 hours, 8 are needed Warrant 1B - Interruption of Continuous Traffic...........................................................................Satisfied Required volumes reached for 12 hours, 8 are needed Warrant 1C - Combination of Warrants.........................................................................................Satisfied Required 1A volumes reached for 13 hours, 8 are needed Required 1B volumes reached for 13 hours, 8 are needed Warrant 2 - Four Hour Volumes...................................................................................................................................................Satisfied Number of hours (13) volumes exceed minimum >= minimum required (4). Warrant 3 - Peak Hour...................................................................................................................................................................Satisfied Warrant 3A - Peak Hour Delay........................................................................................................Satisfied Number of one hour periods (44) volumes exceed minimum >= required (1). Delay data not evaluated. Warrant 3B - Peak Hour Volumes...................................................................................................Satisfied Volumes exceed minimums for at least one hour period. Warrant 4 - Pedestrian Volumes..................................................................................................................................................Not Evaluated Warrant 5 - School Crossing........................................................................................................................................................Not Evaluated Warrant 6 - Coordinated Signal System......................................................................................................................................Not Evaluated Warrant 7 - Crash Experience......................................................................................................................................................Not Evaluated Warrant 8 - Roadway Network.....................................................................................................................................................Not Evaluated Warrant 9 - Intersection Near a Grade Crossing........................................................................................................................Not Evaluated PC-Warrants Report: Page 2 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Full Build) Study Date : 8/14/2024 Warrant 1A - Minimum Volumes Description Intended for sites where the volume of intersecting traffic is the principal reason for consideration of a signal installation. Summary 13 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 420 Veh/Hr Minor = 140 105 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:00 - 16:00 926 +744 =1670 1444 0 Yes 12:00 - 13:00 753 +472 =1225 440 0 Yes 16:00 - 17:00 679 +503 =1182 636 0 Yes 06:00 - 07:00 853 +269 =1122 184 0 Yes 13:00 - 14:00 634 +464 =1098 472 0 Yes 17:00 - 18:00 574 +482 =1056 672 0 Yes 14:00 - 15:00 580 +458 =1038 496 0 Yes 07:00 - 08:00 761 +251 =1012 228 0 Yes 08:00 - 09:00 591 +264 =855 236 0 Yes 11:00 - 12:00 502 +288 =790 344 0 Yes 10:00 - 11:00 319 +256 =575 216 0 Yes 09:00 - 10:00 324 +243 =567 204 0 Yes 18:00 - 19:00 281 +250 =531 188 0 Yes 05:45 - 06:45 640 +202 =842 138 0 No 05:30 - 06:30 422 +137 =559 92 0 No 05:15 - 06:15 211 +64 =275 46 0 No 00:00 - 01:00 0 +0 =0 0 0 No 00:15 - 01:15 0 +0 =0 0 0 No 00:30 - 01:30 0 +0 =0 0 0 No 00:45 - 01:45 0 +0 =0 0 0 No 01:00 - 02:00 0 +0 =0 0 0 No 01:15 - 02:15 0 +0 =0 0 0 No 01:30 - 02:30 0 +0 =0 0 0 No 01:45 - 02:45 0 +0 =0 0 0 No 02:00 - 03:00 0 0 0 0 0 No PC-Warrants Report: Page 3 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Full Build) Study Date : 8/14/2024 Warrant 1B - Interruption of Continuous Traffic Description Intended for sites where the volume of the major street is so heavy that traffic on the minor street suffers excessive delay or hazard. Summary 12 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70 % applied Veh/Hr Major = 630 Veh/Hr Minor = 70 52 Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 15:15 - 16:15 883 +692 =1575 1242 0 Yes 12:15 - 13:15 731 +488 =1219 448 0 Yes 16:15 - 17:15 653 +527 =1180 645 0 Yes 14:15 - 15:15 657 +510 =1167 733 0 Yes 13:15 - 14:15 608 +462 =1070 478 0 Yes 06:45 - 07:45 778 +253 =1031 217 0 Yes 17:15 - 18:15 525 +397 =922 551 0 Yes 07:45 - 08:45 639 +260 =899 234 0 Yes 11:15 - 12:15 553 +323 =876 368 0 Yes 05:45 - 06:45 640 +202 =842 138 0 Yes 10:15 - 11:15 375 +263 =638 248 0 Yes 08:45 - 09:45 384 +253 =637 212 0 Yes 10:00 - 11:00 319 +256 =575 216 0 No 09:45 - 10:45 316 +254 =570 213 0 No 05:30 - 06:30 422 +137 =559 92 0 No 18:15 - 19:15 189 +188 =377 141 0 No 05:15 - 06:15 211 +64 =275 46 0 No 18:30 - 19:30 118 +117 =235 94 0 No 18:45 - 19:45 60 +49 =109 47 0 No 04:00 - 05:00 0 +0 =0 0 0 No 04:15 - 05:15 0 +0 =0 0 0 No 04:30 - 05:30 0 +0 =0 0 0 No 04:45 - 05:45 0 +0 =0 0 0 No 05:00 - 06:00 0 +0 =0 0 0 No 03:45 - 04:45 0 0 0 0 0 No PC-Warrants Report: Page 4 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Full Build) Study Date : 8/14/2024 Warrant 1C Combination of Warrants Description Intended for sites where the traffic volumes don't meet individual warrants but where Warrants 1A and 1B are both met to 80% of their stated values. Summary 13 hours meet 1A minimums. 13 hours meet 1B minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Volume Requirements Rural Factor of 70% applied Warrant 1A 1B Veh/Hr Major = 336 504 Veh/Hr Minor NB = 112 56 Veh/Hr Minor SB = 84 42 Major Road Minor Road Holly Shelter Road Site Access 1 Warrant 1A DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1A? 14:45 - 15:45 827 +683 =1510 1207 0 Yes 15:45 - 16:45 757 +557 =1314 838 0 Yes 12:45 - 13:45 666 +479 =1145 464 0 Yes 16:45 - 17:45 625 +512 =1137 663 0 Yes 11:45 - 12:45 688 +418 =1106 416 0 Yes 06:45 - 07:45 778 +253 =1031 217 0 Yes 13:45 - 14:45 578 +443 =1021 490 0 Yes 07:45 - 08:45 639 +260 =899 234 0 Yes 05:45 - 06:45 640 +202 =842 138 0 Yes 10:45 - 11:45 472 +280 =752 312 0 Yes 17:45 - 18:45 347 +301 =648 309 0 Yes 08:45 - 09:45 384 253 637 212 0 Yes Warrant 1B DetailsTime Major EB +Major WB =Total Minor NB Minor SB Met1B? 15:30 - 16:30 830 +647 =1477 1040 0 Yes 14:30 - 15:30 735 +578 =1313 970 0 Yes 16:30 - 17:30 646 +522 =1168 654 0 Yes 12:30 - 13:30 691 +473 =1164 456 0 Yes 13:30 - 14:30 610 +468 =1078 484 0 Yes 06:30 - 07:30 813 +256 =1069 206 0 Yes 11:30 - 12:30 624 +361 =985 392 0 Yes 07:30 - 08:30 672 +254 =926 232 0 Yes 17:30 - 18:30 422 +342 =764 430 0 Yes 08:30 - 09:30 448 +255 =703 220 0 Yes 10:30 - 11:30 420 +279 =699 280 0 Yes 09:30 - 10:30 326 255 581 210 0 Yes PC-Warrants Report: Page 5 of 7 Report Date: 08/14/24 DAVENPORT 119 Brookstown Avenue, Suite PH-1 Winston-Salem, NC 27101 Study Name: Holly Shelter - Site Access 1 (Full Build) Study Date : 8/14/2024 Warrant 2 - Four Hour Volumes Description Intended for sites where the volume of intersecting traffic during any four hours of the day is the principal reason for consideration of a signal installation. Summary 13 one hour periods meet minimums. Warrant IS met. Site Data Required Rural Settings Apply =True Number of Major Lanes =2 or more Number of Minor Lanes =Mixed Major Road Minor Road Holly Shelter Road Site Access 1 Time Major EB +Major WB =Total Minor NB Minor SB Met? 14:45 - 15:45 827 +683 =1510 1207 0 Yes 15:45 - 16:45 757 +557 =1314 838 0 Yes 12:45 - 13:45 666 +479 =1145 464 0 Yes 16:45 - 17:45 625 +512 =1137 663 0 Yes 11:45 - 12:45 688 +418 =1106 416 0 Yes 06:45 - 07:45 778 +253 =1031 217 0 Yes 13:45 - 14:45 578 +443 =1021 490 0 Yes 07:45 - 08:45 639 +260 =899 234 0 Yes 05:45 - 06:45 640 +202 =842 138 0 Yes 10:45 - 11:45 472 +280 =752 312 0 Yes 17:45 - 18:45 347 +301 =648 309 0 Yes 08:45 - 09:45 384 253 637 212 0 Yes Opposing Lefts Opposing Rights AM 179 32 AM 179 95 PM 378 15 PM 378 46 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 HOLLY SHELTER ROAD AT SITE ACCESS 2 (PHASE 2) Opposing Lefts Opposing Rights AM 199 37 AM 199 110 PM 407 18 PM 407 53 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 HOLLY SHELTER ROAD AT SITE ACCESS 2 (PHASE 3) Opposing Lefts Opposing Rights AM 246 49 AM 246 146 PM 461 24 PM 461 71 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 HOLLY SHELTER ROAD AT SITE ACCESS 2 (FULL BUILD) Opposing Lefts Opposing Rights AM 00 AM 687 256 PM 00 PM 590 123 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 HOLLY SHELTER ROAD AT SITE ACCESS 3 (PHASE 3) Opposing Lefts Opposing Rights AM 00 AM 898 342 PM 00 PM 705 165 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 HOLLY SHELTER ROAD AT SITE ACCESS 3 (FULL BUILD) April 12, 2023 Mr. Jonathan Guy, PE, PTOE, AICP Kimley Horn Associates 115 Fairchild Street, Suite 250 Charleston, SC 29492 RE: Approval with conditions of the Traffic Impact Analysis (TIA) associated with the proposed Castle Hayne Residential development located in New Hanover County, NC. Dear Mr. Guy: The WMPO, NCDOT and New Hanover County staffs have reviewed the Blue Clay Residential TIA (sealed February 16, 2023) and based on the information provided and conversations held to date, it is our understanding that the proposed development has a build out year of 2026 and will consist of: o ITE Land Use Code 210 – Single Family detached housing 57 DU o ITE Land Use Code 215 – Single Family attached housing (duplexes) 231 DU o ITE Land Use Code 221 – Multi-family (mid-rise) housing 240 DU Based upon the review of the analysis provided, the following improvements are required of this development: I-40 Eastbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) • Signalize the intersection. I-40 Westbound Ramp and SR 1002 (Holly Shelter Road) (Stop-controlled intersection) Option 1 (Recommended) Signalize the intersection and provide necessary coordination. Option 2 Construct an exclusive northbound right turn lane on I-40 westbound ramps, with 400 feet of storage, appropriate deceleration, and taper. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 2 of 3 SR 1002 (Holly Shelter Road) and SR 2181 (Blue Clay Road) (Stop-controlled intersection) • Construct an eastbound right turn lane on SR 1002 (Holly Shelter Road) with 100 feet of storage, appropriate deceleration and taper. • Construct an exclusive northbound right turn lane on SR 2181 (Blue Clay Road) with 100 feet of storage, appropriate deceleration and taper. SR 2181 (Dairy Farm Road) and SR 1336 (Sidbury Road) (Stop-controlled intersection) • No improvements are required. SR 1002 (Holly Shelter Road) and Site Access 1 (Proposed stop-controlled intersection) • Construct an eastbound right turn taper of 200 feet on SR 1002 (Holly Shelter Road). • Construct site access (northbound approach) with an internal protected stem of 50 feet, measured from the right-of-way and with one ingress lane and one egress lane. • Provide stop controls for northbound approach. SR 2181 (Blue Clay Road) and Concrete Plant Driveway/Site Access 2 (Stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Kerry Drive/Site Access 3 (Stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 50 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. SR 2181 (Blue Clay Road) and Site Access 4 (Proposed stop-controlled intersection) • Construct site access (eastbound approach) with an internal protected stem of 75 feet measured from the right-of-way, and with one ingress lane and one egress lane. • Provide stop controls for eastbound approach. If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT, WMPO, and New Hanover County, in which instance this approval would become null and void. The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All applicable NCDOT and New Hanover County technical standards and policies shall apply. Approval with conditions of the Castle Hayne Residential (New Hanover County) Traffic Impact Analysis Page 3 of 3 Please feel free to contact me at (910) 473 – 5130 if you have any questions regarding this approval. Sincerely, Scott A. James, PE Transportation Planning Engineer Wilmington Urban Area MPO Ec: Ben Hughes, PE, District Engineer, NCDOT Jon Roan, Deputy District Engineer, NCDOT Frank Mike, Assistant District Engineer, NCDOT Jessi Leonard, PE, Assistant Division Maintenance Engineer, NCDOT Stonewall Mathis, PE, Deputy Division Traffic Engineer, NCDOT Krupa Koilada, Senior Assistant Traffic Engineer, NCDOT Bryce Cox, Assistant Traffic Engineer, NCDOT Robert Farrell, Senior Planner, New Hanover County Julian Griffee, Current Planner, New Hanover County Jamar Johnson, EI, Engineering Associate, WMPO 1 'Int 1'!2 'Int 2'!5 'Int 5'!3 'Int 3'! 6 'Int 6'! 7 'Int 7'! 8 'Int 8'! 4 'Int 4'! (43) 17 46 18 (2 6 ) (3 4 ) 7 (17) (2 9 ) (1 2 ) (18) 27 10 14 (23) 37 14 37 (3 4 ) (2 3 ) (11) 19 (1 7 ) (4 0 ) 7 44 (23) 37 14 32 (1 7 ) (4 6 ) (3 4 ) (4 6 ) 7 74 (12) 18 (6) 9 (8 ) (6 8 ) 3 28 (68) 28 (9 ) (5 1 ) (1 8 ) 910289(6) 9 74 (6 ) (4 6 ) (6 ) 3 21 (26) (34) 14 (43) 17 (68) 28 4(9) 55 (35) 9 (6) 4 (9) 3 (8) 38 (23) 93 (58) 74 (46) Project Site Castle Hayne Residential Development Figure 7 - 2026 Build Project Trips Holly Shelter Road I- 4 0 E B R a m p s Site Access #1 Bl u e C l a y Ro a d Si t e A c c e s s # 2 Co n c r e t e P l a n t Ke r r y D r i v e Commercial Access Si t e A c c e s s # 3 Matchline A Matchline A Da i r y F a r m R o a d Sidbury Road I- 4 0 W B R a m p s Si t e A c c e s s # 4 1