Traffic Impact Study 11102025 4927 7608 81845

2918 25-03616 Build - AM 20: Northfield Avenue & Easterly 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 0 865 1304 2 0 12 Future Vol, veh/h 0 865 1304 2 0 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 - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 4 -4 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 1 1 0 0 0 Mvmt Flow 0 911 1373 2 0 13 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 1829 687 Stage 1 - - - - 1374 - Stage 2 - - - - 455 - 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 - - - 70 394 Stage 1 0 - - - 204 - Stage 2 0 - - - 611 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - 70 394 Mov Cap-2 Maneuver - - - - 70 - Stage 1 - - - - 204 - Stage 2 - - - - 611 - Approach EB WB SB HCM Ctrl Dly, s/v 0 0 14.44 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 394 HCM Lane V/C Ratio - - - 0.032 HCM Ctrl Dly (s/v) - - - 14.4 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1