Traffic Impact Study revised August 24 2026 4896 9729 06992

2918 25-03616 Build - PM 20: Northfield Avenue & Easterly Site Driveway CWP Synchro 12 Report 08/25/2026 HCM 7th TWSC Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1131 740 5 0 4 Future Vol, veh/h 0 1131 740 5 0 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 - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 4 -4 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 1243 813 5 0 4 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 1437 409 Stage 1 - - - - 816 - Stage 2 - - - - 621 - Critical Hdwy - - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - - - 3.5 3.3 Pot Cap-1 Maneuver 0 - - - 126 597 Stage 1 0 - - - 400 - Stage 2 0 - - - 504 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - 126 597 Mov Cap-2 Maneuver - - - - 126 - Stage 1 - - - - 400 - Stage 2 - - - - 504 - Approach EB WB SB HCM Ctrl Dly, s/v 0 0 11.07 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 597 HCM Lane V/C Ratio - - - 0.007 HCM Ctrl Dly (s/v) - - - 11.1 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0