2025 12 04 TIS Rev 4

1021-99-025T Build - PM 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) 61.9 67.1 77.5 55.4 Approach LOS E E E E Queue Length 50th (ft) 247 9 264 264 260 348 ~620 72 357 Queue Length 95th (ft) #372 121 #438 #358 #406 428 #882 126 #465 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 644 539 335 689 387 1013 852 374 958 Starvation Cap Reductn 52 72 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 1.01 0.66 0.86 0.85 0.82 0.82 1.15 0.26 0.88 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: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay (s/veh): 68.4 Intersection LOS: E Intersection Capacity Utilization 108.3% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 50: Prospect Avenue

inite. Queue shown is maximum after two cycles. # 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 Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings