2025 12 04 TIS Rev 4

1021-99-025T Build - PM 30: West Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 652 24 7 544 0 5 Future Vol, veh/h 652 24 7 544 0 5 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, % 7 - - -6 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 3 2 2 1 2 2 Mvmt Flow 686 25 7 573 0 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 712 0 - 356 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - 4.14 - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - 2.22 - - 3.32 Pot Cap-1 Maneuver - - 884 - 0 641 Stage 1 - - - - 0 - Stage 2 - - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 884 - - 641 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.2 10.67 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 641 - - 46 - HCM Lane V/C Ratio 0.008 - - 0.008 - HCM Ctrl Dly (s/v) 10.7 - - 9.1 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM

08 - HCM Ctrl Dly (s/v) 10.7 - - 9.1 0.1 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC