2025 12 04 TIS Rev 4

1021-99-025T Build - AM 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) 60.0 57.8 73.9 83.5 Approach LOS E E E F Queue Length 50th (ft) 217 52 540 477 194 ~486 ~559 51 ~415 Queue Length 95th (ft) #305 166 #795 576 #323 #627 #816 99 #563 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 470 416 586 1167 263 971 692 252 833 Starvation Cap Reductn 0 29 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 0.86 0.68 0.94 0.85 0.79 0.92 1.07 0.23 1.00 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay (s/veh): 68.7 Intersection LOS: E Intersection Capacity Utilization 116.7% ICU Level of Service H 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. dl Defacto Left Lane.

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. dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 50: Prospect Avenue & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings