2025 12 04 TIS Rev 4

1021-99-025T No Build - SAT 50: Prospect Avenue & Eagle Rock Avenue (CR 611) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 96 253 306 566 277 73 306 828 627 101 868 26 Future Volume (vph) 96 253 306 566 277 73 306 828 627 101 868 26 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 11 11 11 11 11 11 11 11 11 11 11 11 Grade (%) 6% -3% -3% 4% Storage Length (ft) 0 0 400 0 0 135 150 0 Storage Lanes 0 1 1 0 1 1 1 0 Taper Length (ft) 25 250 25 70 Lane Util. Factor 0.95 0.95 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.95 0.95 Frt 0.850 0.982 0.850 0.996 Flt Protected 0.986 0.950 0.979 0.950 0.950 Satd. Flow (prot) 0 3689 1657 1764 3590 0 1919 3876 1734 1890 3693 0 Flt Permitted 0.986 0.950 0.979 0.950 0.950 Satd. Flow (perm) 0 3689 1657 1764 3590 0 1919 3876 1734 1890 3693 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 312 9 345 2 Link Speed (mph) 35 35 35

312 9 345 2 Link Speed (mph) 35 35 35 35 Link Distance (ft) 321 735 593 382 Travel Time (s) 6.3 14.3 11.6 7.4 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% 0% 1% 1% 0% 0% 2% 1% 1% 0% 2% 0% Shared Lane Traffic (%) 46% Lane Group Flow (vph) 0 356 312 312 623 0 312 845 640 103 913 0 Turn Type Split NA Perm Split NA Prot NA Perm Prot NA Protected Phases 4 4 8 8 5 2 1 6 Permitted Phases 4 2 Detector Phase 4 4 4 8 8 5 2 2 1 6 Switch Phase Minimum Initial (s) 23.0 23.0 23.0 25.0 25.0 26.0 34.0 34.0 26.0 34.0 Minimum Split (s) 29.0 29.0 29.0 31.0 31.0 30.0 40.0 40.0 30.0 40.0 Total Split (s) 29.0 29.0 29.0 31.0 31.0 30.0 40.0 40.0 30.0 40.0 Total Split (%) 22.3% 22.3% 22.3% 23.8% 23.8% 23.1% 30.8% 30.8% 23.1% 30.8% Maximum Green (s) 23.0 23.0 23.0 25.0 25.0 26.0 34.0 34.0 26.0 34.0 Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 3.0 4.0 4.0 3.0 4.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 1.0 2.0 2.0 1.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Lead/Lag

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 3.0 3.0 2.0 3.0 Recall Mode None None None None None None C-Max C-Max None C-Max Act Effct Green (s) 23.0 23.0 25.0 25.0 26.0 34.0 34.0 26.0 34.0 Actuated g/C Ratio 0.18 0.18 0.19 0.19 0.20 0.26 0.26 0.20 0.26 v/c Ratio 0.55 0.57 0.92 0.89 0.81 0.83 0.90 0.27 0.94 Control Delay (s/veh) 49.5 13.1 84.0 66.9 67.4 53.7 38.6 46.3 65.3 Queue Delay 0.7 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 50.2 14.0 84.0 66.9 67.4 53.7 38.6 46.3 65.3 LOS D B F E E D D D E CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings