2025 12 04 TIS Rev 4

1021-99-025T Build - SAT 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 407 31 11 354 274 32 20 40 237 21 138 Future Volume (vph) 108 407 31 11 354 274 32 20 40 237 21 138 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 11 11 11 11 11 11 14 14 14 12 12 12 Grade (%) 2% -5% -3% 7% Storage Length (ft) 165 0 0 0 0 0 0 0 Storage Lanes 1 0 0 0 0 0 1 1 Taper Length (ft) 55 25 25 25 Lane Util. Factor 1.00 0.95 0.95 0.95 0.95 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.989 0.936 0.942 0.850 Flt Protected 0.950 0.999 0.983 0.950 0.960 Satd. Flow (prot) 1890 3742 0 0 3661 0 0 2105 0 1811 1833 1723 Flt Permitted 0.950 0.945 0.983 0.950 0.960 Satd. Flow (perm) 1890 3742 0 0 3463 0 0 2105 0 1811 1833 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 16 282 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 16 282 201 Link Speed (mph) 35 35 25 25 Link Distance (ft) 420 321 695 368 Travel Time (s) 8.2 6.3 19.0 10.0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 1% 1% 0% 0% 1% 1% 0% 0% 0% 1% 0% 0% Shared Lane Traffic (%) 46% Lane Group Flow (vph) 111 452 0 0 658 0 0 95 0 132 134 142 Turn Type Prot NA Perm NA Split NA Split NA Perm Protected Phases 5 2 6 8 8 4 4 Permitted Phases 6 4 Detector Phase 5 2 6 6 8 8 4 4 4 Switch Phase Minimum Initial (s) 5.0 21.0 21.0 21.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 9.0 27.0 27.0 27.0 12.0 12.0 12.0 12.0 12.0 Total Split (s) 9.0 36.0 27.0 27.0 12.0 12.0 17.0 17.0 17.0 Total Split (%) 13.8% 55.4% 41.5% 41.5% 18.5% 18.5% 26.2% 26.2% 26.2% Maximum Green (s) 5.0 30.0 21.0 21.0 7.0 7.0 12.0 12.0 12.0 Yellow Time (s) 3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 2.0 2.0 2.0 2.0

3.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 6.0 6.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None C-Max C-Max C-Max None None None None None Act Effct Green (s) 5.0 35.0 27.8 7.0 9.4 9.4 9.4 Actuated g/C Ratio 0.08 0.54 0.43 0.11 0.14 0.14 0.14 v/c Ratio 0.77 0.22 0.40 0.42 0.50 0.51 0.34 Control Delay (s/veh) 64.9 9.1 1.9 33.3 32.1 32.0 3.9 Queue Delay 0.0 0.0 0.1 0.0 0.0 0.0 0.0 Total Delay (s/veh) 64.9 9.1 2.0 33.3 32.1 32.0 3.9 LOS E A A C C C A CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T Build - SAT 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay (s/veh) 20.1 2.0 33.3 22.2 Approach LOS C A C C Queue Length 50th (ft) 45 47 25 36 51 52 0 Queue Length 95th (ft) #123 80 m52 77 98 98 20 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 145 2021 1641 226 334 338 481 Starvation Cap Reductn 0 0 255 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.77 0.22 0.47 0.42 0.40 0.40 0.30 Intersection Summary Area Type: Other Cycle Length: 65 Actuated Cycle Length: 65 Offset: 52 (80%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay (s/veh): 14.5 Intersection LOS: B Intersection Capacity Utilization 62.3% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM

Splits and Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 46 315 230 1035 332 76 181 834 700 55 736 47 Future Volume (vph) 46 315 230 1035 332 76 181 834 700 55 736 47 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) 231 7 340 4 Link Speed (mph) 35 35 35

231 7 340 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) 0 368 235 528 945 0 185 851 714 56 799 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 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) 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 0.78 0.56 0.90 0.86dl 0.70 0.88 1.03 0.22 0.96 Control Delay (s/veh) 74.7 21.8 64.2 48.7 72.4 61.5 69.0 55.7 75.6 Queue Delay 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 74.7 22.3 64.2 48.7 72.4 61.5 69.0 55.7 75.6 LOS E C E D E E E E E CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 54.3 54.2 65.7 74.3 Approach LOS D D E E Queue Length 50th (ft) 192 0 510 445 171 ~436 ~500 48 388 Queue Length 95th (ft) #260 140 #748 539 #265 #586 #755 94 #524 Internal Link Dist (ft) 241 655 513 302 Turn Bay Length (ft) 400 135 150 Base Capacity (vph) 470 418 586 1167 263 971 693 252 833 Starvation Cap Reductn 0 32 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 0.78 0.61 0.90 0.81 0.70 0.88 1.03 0.22 0.96 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: 140 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay (s/veh): 62.2 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 12/02/2025 Lanes, Volumes, Timings