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

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 Approach Delay (s/veh) 33.3 72.6 50.7 63.4 Approach LOS C E D E Queue Length 50th (ft) 133 0 289 280 258 358 272 74 404 Queue Length 95th (ft) 174 99 #483 #387 #404 438 #509 129 #538 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 652 549 339 697 383 1013 708 378 967 Starvation Cap Reductn 92 80 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.64 0.67 0.92 0.89 0.81 0.83 0.90 0.27 0.94 Intersection Summary Area Type: Other Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay (s/veh): 55.6 Intersection LOS: E Intersection Capacity Utilization 108.3% ICU Level of Service G Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 50: Prospect Avenue & Eagle Rock Avenue (CR 611) CJM

longer. Queue shown is maximum after two cycles. Splits and Phases: 50: Prospect Avenue & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

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

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 Approach Delay (s/veh) 60.0 57.8 73.9 83.5 Approach LOS E E E F Queue Length 50th (ft) 217 52 540 477 194 ~486 ~559 51 ~415 Queue Length 95th (ft) #305 166 #795 576 #323 #627 #816 99 #563 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 470 416 586 1167 263 971 692 252 833 Starvation Cap Reductn 0 29 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.86 0.68 0.94 0.85 0.79 0.92 1.07 0.23 1.00 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 140 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay (s/veh): 68.7 Intersection LOS: E Intersection Capacity Utilization 116.7% ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dl Defacto Left Lane.

is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dl Defacto Left Lane. Recode with 1 though lane as a left lane. Splits and Phases: 50: Prospect Avenue & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings