2025 12 04 TIS Rev 4

1021-99-025T Existing - 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) 14.8 2.9 32.5 22.2 Approach LOS B A C C Queue Length 50th (ft) 29 47 58 33 78 0 Queue Length 95th (ft) #75 73 m44 71 141 1 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 145 1873 1482 225 354 481 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.50 0.22 0.38 0.39 0.60 0.21 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: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay (s/veh): 12.9 Intersection LOS: B Intersection Capacity Utilization 66.1% 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. 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 Synchro 12

d Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings