2025 12 04 TIS Rev 4

1021-99-025T Existing - 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 Lane Configurations Traffic Volume (vph) 69 555 36 9 367 253 36 14 44 216 13 119 Future Volume (vph) 69 555 36 9 367 253 36 14 44 216 13 119 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 11 11 11 11 11 11 14 14 14 12 12 12 Grade (%) 2% -5% -3% 7% Storage Length (ft) 165 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 0 1 Taper Length (ft) 55 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.991 0.940 0.937 0.850 Flt Protected 0.950 0.999 0.981 0.955 Satd. Flow (prot) 1909 3680 0 0 3691 0 0 2066 0 0 1917 1723 Flt Permitted 0.950 0.945 0.981 0.955 Satd. Flow (perm) 1909 3680 0 0 3491 0 0 2066 0 0 1917 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 14 258 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 14 258 201 Link Speed (mph) 35 35 25 25 Link Distance (ft) 420 321 695 368 Travel Time (s) 8.2 6.3 19.0 10.0 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 0% 3% 0% 0% 1% 0% 3% 0% 0% 1% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 70 603 0 0 641 0 0 96 0 0 233 121 Turn Type Prot NA Perm NA Split NA Split NA Perm Protected Phases 5 2 6 8 8 4 4 Permitted Phases 6 4 Detector Phase 5 2 6 6 8 8 4 4 4 Switch Phase Minimum Initial (s) 5.0 21.0 21.0 21.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 9.0 27.0 27.0 27.0 12.0 12.0 12.0 12.0 12.0 Total Split (s) 9.0 36.0 27.0 27.0 12.0 12.0 17.0 17.0 17.0 Total Split (%) 13.8% 55.4% 41.5% 41.5% 18.5% 18.5% 26.2% 26.2% 26.2% Maximum Green (s) 5.0 30.0 21.0 21.0 7.0 7.0 12.0 12.0 12.0 Yellow Time (s) 3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0

3.0 3.0 3.0 All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 6.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 0.2 0.2 0.2 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max C-Max None None None None None Act Effct Green (s) 5.0 33.5 28.1 7.0 10.9 10.9 Actuated g/C Ratio 0.08 0.52 0.43 0.11 0.17 0.17 v/c Ratio 0.48 0.32 0.39 0.43 0.73 0.27 Control Delay (s/veh) 40.5 10.6 5.4 33.8 39.9 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.5 0.0 Total Delay (s/veh) 40.5 10.6 5.4 33.8 40.4 2.3 LOS D B A C D A CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings