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

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 Approach Delay (s/veh) 56.2 62.8 65.6 51.3 Approach LOS E E E D Queue Length 50th (ft) 234 10 252 239 223 323 ~537 66 325 Queue Length 95th (ft) #335 116 #413 308 324 400 #797 118 405 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 644 515 335 688 387 1013 860 374 958 Starvation Cap Reductn 79 73 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 0.98 0.63 0.83 0.78 0.72 0.77 1.10 0.25 0.82 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: 1.10 Intersection Signal Delay (s/veh): 60.6 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 &

ite. 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 12/02/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 92 225 277 544 244 69 271 761 603 93 789 25 Future Volume (vph) 92 225 277 544 244 69 271 761 603 93 789 25 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 0.995 Flt Protected 0.986 0.950 0.978 0.950 0.950 Satd. Flow (prot) 0 3689 1657 1764 3585 0 1919 3876 1734 1890 3689 0 Flt Permitted 0.986 0.950 0.978 0.950 0.950 Satd. Flow (perm) 0 3689 1657 1764 3585 0 1919 3876 1734 1890 3689 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 283 10 361 2 Link Speed (mph) 35 35 35

283 10 361 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 (%) 48% Lane Group Flow (vph) 0 324 283 289 585 0 277 777 615 95 831 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 0.50 0.54 0.85 0.84 0.72 0.77 0.85 0.25 0.86 Control Delay (s/veh) 49.2 14.2 74.0 61.6 60.6 50.3 31.1 45.9 55.9 Queue Delay 0.5 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 49.6 14.9 74.0 61.6 60.6 50.3 31.1 45.9 55.9 LOS D B E E E D C D E CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 33.5 65.7 44.9 54.8 Approach LOS C E D D Queue Length 50th (ft) 126 6 262 259 224 322 225 68 357 Queue Length 95th (ft) 181 108 #430 #348 326 397 #441 120 #445 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 652 526 339 697 383 1013 720 378 966 Starvation Cap Reductn 90 70 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 0.58 0.62 0.85 0.84 0.72 0.77 0.85 0.25 0.86 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: 0.86 Intersection Signal Delay (s/veh): 49.9 Intersection LOS: D 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 12/02/2025 Lanes, Volumes, Timings