2025 12 04 TIS Rev 4

1021-99-025T Build - AM - 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) 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) 235 7 339 4 Link Speed (mph) 35 35 35

235 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 31.0 Minimum Split (s) 25.0 25.0 25.0 53.0 53.0 24.0 38.0 38.0 24.0 37.0 Total Split (s) 27.0 27.0 27.0 51.0 51.0 25.0 38.0 38.0 24.0 37.0 Total Split (%) 19.3% 19.3% 19.3% 36.4% 36.4% 17.9% 27.1% 27.1% 17.1% 26.4% Maximum Green (s) 21.0 21.0 21.0 45.0 45.0 21.0 32.0 32.0 20.0 31.0 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) 20.2 20.2 45.0 45.0 20.5 37.6 37.6 20.0 32.3 Actuated g/C Ratio 0.14 0.14 0.32 0.32 0.15 0.27 0.27 0.14 0.23 v/c Ratio 0.81 0.61 0.98 0.93dl 0.77 0.90 1.06 0.23 1.00 Control Delay (s/veh) 74.5 23.9 80.0 55.7 76.5 62.7 78.5 56.0 83.2 Queue Delay 2.7 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 77.2 24.6 80.0 55.7 76.5 62.7 78.5 56.0 83.2 LOS E C E E E E E E F CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T Build - AM - 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) 56.5 64.4 70.6 81.4 Approach LOS E E E F Queue Length 50th (ft) 210 47 552 488 193 ~486 ~559 51 ~435 Queue Length 95th (ft) 276 167 #821 #600 #310 #627 #816 99 #577 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 520 441 561 1118 277 991 700 252 840 Starvation Cap Reductn 47 36 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 0.65 0.98 0.89 0.75 0.90 1.06 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: 1.06 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

1021-99-025T Build - 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) 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) 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 0.93 0.57 0.86 0.85 0.82 0.82 1.15 0.26 0.88 Control Delay (s/veh) 71.3 14.9 75.2 63.1 67.6 52.7 101.7 46.2 56.4 Queue Delay 14.2 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 85.5 15.8 75.2 63.1 67.6 52.7 101.7 46.2 56.4 LOS F B E E E D F D E CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T Build - PM 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) 61.9 67.1 77.5 55.4 Approach LOS E E E E Queue Length 50th (ft) 247 9 264 264 260 348 ~620 72 357 Queue Length 95th (ft) #372 121 #438 #358 #406 428 #882 126 #465 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 644 539 335 689 387 1013 852 374 958 Starvation Cap Reductn 52 72 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 1.01 0.66 0.86 0.85 0.82 0.82 1.15 0.26 0.88 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): 68.4 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 Avenue

inite. 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