2025 12 04 TIS Rev 4

1021-99-025T Build - SAT 20: East Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 600 8 33 510 40 32 Future Vol, veh/h 600 8 33 510 40 32 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 97 97 97 97 97 97 Heavy Vehicles, % 0 2 2 0 2 2 Mvmt Flow 619 8 34 526 41 33 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 627 0 954 313 Stage 1 - - - - 623 - Stage 2 - - - - 331 - 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 - - 951 - 257 682 Stage 1 - - - - 497 - Stage 2 - - - - 700 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 951 - 246 682 Mov Cap-2 Maneuver - - - - 246 - Stage 1 - - - - 497 - Stage 2 - - - - 670 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.85 18.33 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 344 - - 219 - HCM Lane V/C Ratio 0.216 - - 0.036 - HCM Ctrl Dly (s/v) 18.3 - - 8.9 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.8 - -

0.216 - - 0.036 - HCM Ctrl Dly (s/v) 18.3 - - 8.9 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.8 - - 0.1 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC