2025 12 04 TIS Rev 4

1021-99-025T Existing - PM 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 13.7 5.4 33.8 27.4 Approach LOS B A C C Queue Length 50th (ft) 27 76 57 36 87 0 Queue Length 95th (ft) #69 111 44 77 #171 10 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 146 1904 1656 222 353 481 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 143 0 0 14 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.34 0.39 0.43 0.69 0.25 Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 65 Offset: 52 (80%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay (s/veh): 14.5 Intersection LOS: B Intersection Capacity Utilization 67.3% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/02/2025

gle Rock Avenue (CR 611) CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings