2025 12 04 TIS Rev 4

1021-99-025T Existing - AM 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) 6.0 3.2 30.8 26.2 Approach LOS A A C C Queue Length 50th (ft) 7 34 12 12 20 0 Queue Length 95th (ft) 23 109 m123 36 49 0 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 173 2756 2598 199 274 450 Starvation Cap Reductn 0 0 830 0 0 0 Spillback Cap Reductn 0 10 0 0 24 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.23 0.35 0.15 0.20 0.03 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 62 (89%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.28 Intersection Signal Delay (s/veh): 6.2 Intersection LOS: A Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15 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 Report 12/02/2025

Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings