2025 12 04 TIS Rev 4

1021-99-025T Build - PM - MIT. 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) 105 481 300 565 247 45 311 811 961 97 676 148 Future Volume (vph) 105 481 300 565 247 45 311 811 961 97 676 148 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 0.973 Flt Protected 0.991 0.950 0.976 0.950 0.950 Satd. Flow (prot) 0 3641 1625 1746 3560 0 1938 3876 1734 1871 3612 0 Flt Permitted 0.991 0.950 0.976 0.950 0.950 Satd. Flow (perm) 0 3641 1625 1746 3560 0 1938 3876 1734 1871 3612 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 306 6 540 19 Link Speed (mph) 35 35 35

306 6 540 19 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) 0 598 306 288 587 0 317 828 981 99 841 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) 30.0 30.0 30.0 31.0 31.0 29.0 40.0 40.0 29.0 40.0 Total Split (%) 23.1% 23.1% 23.1% 23.8% 23.8% 22.3% 30.8% 30.8% 22.3% 30.8% Maximum Green (s) 24.0 24.0 24.0 25.0 25.0 25.0 34.0 34.0 25.0 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) 23.8 23.8 25.0 25.0 25.0 34.2 34.2 25.0 34.2 Actuated g/C Ratio 0.18 0.18 0.19 0.19 0.19 0.26 0.26 0.19 0.26 v/c Ratio 0.90 0.56 0.86 0.85 0.85 0.81 1.15 0.28 0.87 Control Delay (s/veh) 66.7 14.7 75.2 63.1 72.3 52.4 100.7 47.2 55.9 Queue Delay 11.0 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 77.7 15.6 75.2 63.1 72.3 52.4 100.7 47.2 55.9 LOS E B E E E D F D E CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T Build - PM - MIT. 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) 56.7 67.1 77.6 55.0 Approach LOS E E E D Queue Length 50th (ft) 246 9 264 264 263 348 ~620 73 357 Queue Length 95th (ft) #363 121 #438 #358 #419 428 #882 127 #465 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 672 549 335 689 372 1019 854 359 964 Starvation Cap Reductn 65 77 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 0.99 0.65 0.86 0.85 0.85 0.81 1.15 0.28 0.87 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: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.15 Intersection Signal Delay (s/veh): 67.4 Intersection LOS: E Intersection Capacity Utilization 108.3% ICU Level of Service G 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. Splits and Phases: 50: Prospect

lly infinite. Queue shown is maximum after two cycles. # 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 Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T 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) 96 265 323 566 289 73 324 828 627 101 868 26 Future Volume (vph) 96 265 323 566 289 73 324 828 627 101 868 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 0.983 0.850 0.996 Flt Protected 0.987 0.950 0.979 0.950 0.950 Satd. Flow (prot) 0 3693 1657 1764 3594 0 1919 3876 1734 1890 3693 0 Flt Permitted 0.987 0.950 0.979 0.950 0.950 Satd. Flow (perm) 0 3693 1657 1764 3594 0 1919 3876 1734 1890 3693 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 330 9 345 2 Link Speed (mph) 35 35 35

330 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) 0 368 330 312 635 0 331 845 640 103 913 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 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 0.56 0.59 0.92 0.91 0.86 0.83 0.90 0.27 0.94 Control Delay (s/veh) 48.8 14.0 84.0 68.8 72.7 53.7 38.6 46.3 65.3 Queue Delay 0.5 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 49.3 14.9 84.0 68.8 72.7 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 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) 33.0 73.8 51.9 63.4 Approach LOS C E D E Queue Length 50th (ft) 141 0 289 286 277 358 272 74 404 Queue Length 95th (ft) 190 115 #483 #400 #440 438 #509 129 #538 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 653 564 339 698 383 1013 708 378 967 Starvation Cap Reductn 69 71 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 0.63 0.67 0.92 0.91 0.86 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): 56.2 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