2025 12 04 TIS Rev 4

1021-99-025T No Build - 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 Lane Configurations Traffic Volume (vph) 108 378 31 11 324 274 32 20 40 237 21 138 Future Volume (vph) 108 378 31 11 324 274 32 20 40 237 21 138 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 1 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 0.95 0.95 1.00 Frt 0.989 0.933 0.942 0.850 Flt Protected 0.950 0.999 0.983 0.950 0.960 Satd. Flow (prot) 1890 3742 0 0 3649 0 0 2105 0 1811 1833 1723 Flt Permitted 0.950 0.945 0.983 0.950 0.960 Satd. Flow (perm) 1890 3742 0 0 3452 0 0 2105 0 1811 1833 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 17 282 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 17 282 201 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 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 0% 0% 1% 1% 0% 0% 0% 1% 0% 0% Shared Lane Traffic (%) 46% Lane Group Flow (vph) 111 422 0 0 627 0 0 95 0 132 134 142 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

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 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 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 3.0 3.0 3.0 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 35.0 27.8 7.0 9.4 9.4 9.4 Actuated g/C Ratio 0.08 0.54 0.43 0.11 0.14 0.14 0.14 v/c Ratio 0.77 0.21 0.38 0.42 0.50 0.51 0.34 Control Delay (s/veh) 64.9 9.0 17.0 33.3 32.1 32.0 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 64.9 9.0 17.0 33.3 32.1 32.0 3.9 LOS E A B C C C A CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings