2025 12 04 TIS Rev 4

1021-99-025T No Build - 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) 6.1 3.3 31.0 23.9 Approach LOS A A C C Queue Length 50th (ft) 10 36 12 13 14 12 0 Queue Length 95th (ft) 32 108 m97 37 42 36 0 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 136 2777 2548 199 261 261 450 Starvation Cap Reductn 0 0 873 0 0 0 0 Spillback Cap Reductn 0 63 0 0 23 23 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.18 0.24 0.39 0.16 0.12 0.13 0.04 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: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.25 Intersection Signal Delay (s/veh): 6.4 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 12/04/2025

Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings