Traffic Impact Study 11102025 4927 7608 81845

2918 25-03616 Build - AM 30: Northfield Avenue & Westerly Site Driveway SQB Synchro 12 Report 11/07/2025 HCM 7th TWSC Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 854 1315 1 11 12 Future Vol, veh/h 8 854 1315 1 11 12 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 50 - - - 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 8 899 1384 1 12 13 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1385 0 - 0 1851 693 Stage 1 - - - - 1385 - Stage 2 - - - - 466 - Critical Hdwy 4.1 - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy 2.2 - - - 3.5 3.3 Pot Cap-1 Maneuver 501 - - - 67 391 Stage 1 - - - - 201 - Stage 2 - - - - 604 - Platoon blocked, % - - - Mov Cap-1 Maneuver 501 - - - 66 391 Mov Cap-2 Maneuver - - - - 157 - Stage 1 - - - - 198 - Stage 2 - - - - 604 - Approach EB WB SB HCM Ctrl Dly, s/v 0.11 0 22.65 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 501 - - - 228 HCM Lane V/C Ratio 0.017 - - - 0.106 HCM Ctrl Dly (s/v) 12.3 - - - 22.7 HCM Lane LOS B - - - C HCM 95th %tile Q(veh) 0.1 - - - 0.4