2025 12 04 TIS Rev 4

1021-99-025T No Build - SAT 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) 20.6 17.0 33.3 22.2 Approach LOS C B C C Queue Length 50th (ft) 45 44 238 36 51 52 0 Queue Length 95th (ft) #123 74 m288 77 98 98 20 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 145 2021 1636 226 334 338 481 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.21 0.38 0.42 0.40 0.40 0.30 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: 0.77 Intersection Signal Delay (s/veh): 20.4 Intersection LOS: C Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM

Splits and Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings