2025 12 04 TIS Rev 4

1021-99-025T No Build - SAT 50: Prospect Avenue & Eagle Rock Avenue (CR 611) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 33.3 72.6 50.7 63.4 Approach LOS C E D E Queue Length 50th (ft) 133 0 289 280 258 358 272 74 404 Queue Length 95th (ft) 174 99 #483 #387 #404 438 #509 129 #538 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 652 549 339 697 383 1013 708 378 967 Starvation Cap Reductn 92 80 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.64 0.67 0.92 0.89 0.81 0.83 0.90 0.27 0.94 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay (s/veh): 55.6 Intersection LOS: E Intersection Capacity Utilization 108.3% ICU Level of Service G Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 50: Prospect Avenue & Eagle Rock Avenue (CR 611) CJM

longer. Queue shown is maximum after two cycles. Splits and Phases: 50: Prospect Avenue & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings