2025 12 04 TIS Rev 4

1021-99-025T No Build - 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) 16.7 4.6 34.4 22.7 Approach LOS B A C C Queue Length 50th (ft) 41 72 28 38 54 54 0 Queue Length 95th (ft) #111 114 m47 81 103 102 26 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 146 1979 1655 222 334 337 481 Starvation Cap Reductn 0 0 219 0 0 0 0 Spillback Cap Reductn 0 143 0 0 34 34 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.71 0.34 0.49 0.45 0.46 0.46 0.32 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: 0.71 Intersection Signal Delay (s/veh): 14.6 Intersection LOS: B Intersection Capacity Utilization 63.7% 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