2025 12 04 TIS Rev 4

1021-99-025T Existing - PM 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) 100 444 271 543 215 42 272 764 924 90 625 142 Future Volume (vph) 100 444 271 543 215 42 272 764 924 90 625 142 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 0.972 Flt Protected 0.991 0.950 0.975 0.950 0.950 Satd. Flow (prot) 0 3641 1625 1746 3556 0 1938 3876 1734 1871 3609 0 Flt Permitted 0.991 0.950 0.975 0.950 0.950 Satd. Flow (perm) 0 3641 1625 1746 3556 0 1938 3876 1734 1871 3609 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 277 6 551 20 Link Speed (mph) 35 35 35

277 6 551 20 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 (%) 1% 2% 3% 2% 1% 2% 1% 1% 1% 1% 2% 1% Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 555 277 277 539 0 278 780 943 92 783 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 0.86 0.54 0.83 0.78 0.72 0.77 1.10 0.25 0.82 Control Delay (s/veh) 64.2 15.1 71.3 58.4 60.2 50.4 79.7 45.9 51.9 Queue Delay 12.1 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 76.3 15.9 71.3 58.4 60.2 50.4 79.7 45.9 51.9 LOS E B E E E D E D D CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings