2025 12 04 TIS Rev 4

1021-99-025T Build - PM 20: East Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 651 6 24 526 25 20 Future Vol, veh/h 651 6 24 526 25 20 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 685 6 25 554 26 21 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 692 0 1016 346 Stage 1 - - - - 688 - Stage 2 - - - - 327 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 899 - 234 650 Stage 1 - - - - 460 - Stage 2 - - - - 703 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 899 - 226 650 Mov Cap-2 Maneuver - - - - 226 - Stage 1 - - - - 460 - Stage 2 - - - - 679 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.66 18.26 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 319 - - 157 - HCM Lane V/C Ratio 0.149 - - 0.028 - HCM Ctrl Dly (s/v) 18.3 - - 9.1 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - -

0.149 - - 0.028 - HCM Ctrl Dly (s/v) 18.3 - - 9.1 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - - 0.1 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC