2025 12 04 TIS Rev 4

1021-99-025T Existing - 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) 92 225 277 544 244 69 271 761 603 93 789 25 Future Volume (vph) 92 225 277 544 244 69 271 761 603 93 789 25 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 0.995 Flt Protected 0.986 0.950 0.978 0.950 0.950 Satd. Flow (prot) 0 3689 1657 1764 3585 0 1919 3876 1734 1890 3689 0 Flt Permitted 0.986 0.950 0.978 0.950 0.950 Satd. Flow (perm) 0 3689 1657 1764 3585 0 1919 3876 1734 1890 3689 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 283 10 361 2 Link Speed (mph) 35 35 35

283 10 361 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 (%) 48% Lane Group Flow (vph) 0 324 283 289 585 0 277 777 615 95 831 0 Turn Type Split NA Perm Split NA Prot NA Perm Prot NA Protected Phases 8 8 4 4 5 2 1 6 Permitted Phases 8 2 Detector Phase 8 8 8 4 4 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 0.2 0.2 2.0 0.2 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 0.50 0.54 0.85 0.84 0.72 0.77 0.85 0.25 0.86 Control Delay (s/veh) 49.2 14.2 74.0 61.6 60.6 50.3 31.1 45.9 55.9 Queue Delay 0.5 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 49.6 14.9 74.0 61.6 60.6 50.3 31.1 45.9 55.9 LOS D B E E E D C D E CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings