2025 12 04 TIS Rev 4

1021-99-025T Build - AM 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) 51 347 257 1077 356 79 204 871 728 58 771 49 Future Volume (vph) 51 347 257 1077 356 79 204 871 728 58 771 49 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 0.988 0.850 0.991 Flt Protected 0.994 0.950 0.973 0.950 0.950 Satd. Flow (prot) 0 3467 1609 1746 3464 0 1847 3693 1684 1766 3635 0 Flt Permitted 0.994 0.950 0.973 0.950 0.950 Satd. Flow (perm) 0 3467 1609 1746 3464 0 1847 3693 1684 1766 3635 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 229 7 339 4 Link Speed (mph) 35 35 35

229 7 339 4 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 (%) 9% 7% 4% 2% 5% 14% 6% 6% 4% 7% 3% 4% Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 406 262 549 994 0 208 889 743 59 837 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) 19.0 19.0 19.0 47.0 47.0 20.0 32.0 32.0 20.0 32.0 Minimum Split (s) 25.0 25.0 25.0 53.0 53.0 24.0 38.0 38.0 24.0 38.0 Total Split (s) 25.0 25.0 25.0 53.0 53.0 24.0 38.0 38.0 24.0 38.0 Total Split (%) 17.9% 17.9% 17.9% 37.9% 37.9% 17.1% 27.1% 27.1% 17.1% 27.1% Maximum Green (s) 19.0 19.0 19.0 47.0 47.0 20.0 32.0 32.0 20.0 32.0 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) 19.0 19.0 47.0 47.0 20.0 36.8 36.8 20.0 32.0 Actuated g/C Ratio 0.14 0.14 0.34 0.34 0.14 0.26 0.26 0.14 0.23 v/c Ratio 0.86 0.63 0.94 0.89dl 0.79 0.92 1.07 0.23 1.00 Control Delay (s/veh) 81.3 26.3 69.8 51.2 79.4 65.4 82.5 56.0 85.4 Queue Delay 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 81.3 27.0 69.8 51.2 79.4 65.4 82.5 56.0 85.4 LOS F C E D E E F E F CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings