Traffic Impact Study 11102025 4927 7608 81845

2918 25-03616 Build - PM 30: Northfield Avenue & Westerly Site Driveway SQB Synchro 12 Report 11/07/2025 HCM 7th TWSC Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 19 1128 742 3 3 4 Future Vol, veh/h 19 1128 742 3 3 4 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, % - 4 -4 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 21 1240 815 3 3 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 819 0 - 0 1479 409 Stage 1 - - - - 817 - Stage 2 - - - - 662 - 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 819 - - - 119 597 Stage 1 - - - - 400 - Stage 2 - - - - 480 - Platoon blocked, % - - - Mov Cap-1 Maneuver 819 - - - 116 597 Mov Cap-2 Maneuver - - - - 248 - Stage 1 - - - - 389 - Stage 2 - - - - 480 - Approach EB WB SB HCM Ctrl Dly, s/v 0.16 0 14.86 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 819 - - - 373 HCM Lane V/C Ratio 0.026 - - - 0.021 HCM Ctrl Dly (s/v) 9.5 - - - 14.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.1