2025 12 04 TIS Rev 4

1021-99-025T Build - SAT - 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) 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) 22.0 22.0 22.0 25.0 25.0 26.0 34.0 34.0 26.0 34.0 Minimum Split (s) 28.0 28.0 28.0 31.0 31.0 30.0 40.0 40.0 30.0 40.0 Total Split (s) 28.0 28.0 28.0 32.0 32.0 30.0 40.0 40.0 30.0 40.0 Total Split (%) 21.5% 21.5% 21.5% 24.6% 24.6% 23.1% 30.8% 30.8% 23.1% 30.8% Maximum Green (s) 22.0 22.0 22.0 26.0 26.0 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) 22.0 22.0 25.8 25.8 26.0 34.2 34.2 26.0 34.2 Actuated g/C Ratio 0.17 0.17 0.20 0.20 0.20 0.26 0.26 0.20 0.26 v/c Ratio 0.59 0.60 0.89 0.88 0.86 0.83 0.90 0.27 0.94 Control Delay (s/veh) 50.1 14.4 78.5 64.7 72.7 53.3 38.3 46.3 64.3 Queue Delay 0.4 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 50.6 15.3 78.5 64.7 72.7 53.3 38.3 46.3 64.3 LOS D B E E E D D D E CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T Build - SAT - 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) 33.9 69.2 51.6 62.5 Approach LOS C E D E Queue Length 50th (ft) 142 0 285 284 277 358 272 74 404 Queue Length 95th (ft) 191 115 #470 #386 #440 438 #509 129 #538 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 624 554 352 726 383 1019 710 378 973 Starvation Cap Reductn 51 68 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 0.68 0.89 0.87 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): 55.0 Intersection LOS: E Intersection Capacity Utilization 107.5% 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

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 - AM 20: East Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 584 6 24 480 27 22 Future Vol, veh/h 584 6 24 480 27 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 7 - - -6 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 3 2 2 5 2 2 Mvmt Flow 628 6 26 516 29 24 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 634 0 941 317 Stage 1 - - - - 631 - Stage 2 - - - - 310 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 945 - 262 679 Stage 1 - - - - 492 - Stage 2 - - - - 717 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 945 - 253 679 Mov Cap-2 Maneuver - - - - 253 - Stage 1 - - - - 492 - Stage 2 - - - - 694 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.67 16.99 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 353 - - 171 - HCM Lane V/C Ratio 0.149 - - 0.027 - HCM Ctrl Dly (s/v) 17 - - 8.9 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - -

0.149 - - 0.027 - HCM Ctrl Dly (s/v) 17 - - 8.9 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - - 0.1 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC

1021-99-025T Build - PM 20: East Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 651 6 24 526 25 20 Future Vol, veh/h 651 6 24 526 25 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 7 - - -6 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 3 2 2 1 2 2 Mvmt Flow 685 6 25 554 26 21 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 692 0 1016 346 Stage 1 - - - - 688 - Stage 2 - - - - 327 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 899 - 234 650 Stage 1 - - - - 460 - Stage 2 - - - - 703 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 899 - 226 650 Mov Cap-2 Maneuver - - - - 226 - Stage 1 - - - - 460 - Stage 2 - - - - 679 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.66 18.26 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 319 - - 157 - HCM Lane V/C Ratio 0.149 - - 0.028 - HCM Ctrl Dly (s/v) 18.3 - - 9.1 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - -

0.149 - - 0.028 - HCM Ctrl Dly (s/v) 18.3 - - 9.1 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - - 0.1 - CJM Synchro 12 Report 12/04/2025 HCM 7th TWSC

1021-99-025T Build - SAT 20: East Site Driveway & Eagle Rock Avenue (CR 611) Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 600 8 33 510 40 32 Future Vol, veh/h 600 8 33 510 40 32 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 7 - - -6 0 - Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 0 2 2 0 2 2 Mvmt Flow 619 8 34 526 41 33 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 627 0 954 313 Stage 1 - - - - 623 - Stage 2 - - - - 331 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 951 - 257 682 Stage 1 - - - - 497 - Stage 2 - - - - 700 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 951 - 246 682 Mov Cap-2 Maneuver - - - - 246 - Stage 1 - - - - 497 - Stage 2 - - - - 670 - Approach EB WB NB HCM Ctrl Dly, s/v 0 0.85 18.33 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 344 - - 219 - HCM Lane V/C Ratio 0.216 - - 0.036 - HCM Ctrl Dly (s/v) 18.3 - - 8.9 0.3 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.8 - -