2025 12 04 TIS Rev 4

1021-99-025T Existing - 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) 71 370 30 11 317 212 31 16 38 186 20 99 Future Volume (vph) 71 370 30 11 317 212 31 16 38 186 20 99 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 0 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 1.00 1.00 1.00 Frt 0.989 0.941 0.939 0.850 Flt Protected 0.950 0.999 0.982 0.957 Satd. Flow (prot) 1890 3742 0 0 3680 0 0 2096 0 0 1922 1723 Flt Permitted 0.950 0.944 0.982 0.957 Satd. Flow (perm) 1890 3742 0 0 3478 0 0 2096 0 0 1922 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 17 219 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 17 219 201 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 (%) Lane Group Flow (vph) 73 412 0 0 557 0 0 87 0 0 213 102 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 12.0 12.0 12.0 Minimum Split (s) 9.0 27.0 27.0 27.0 12.0 12.0 17.0 17.0 17.0 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 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0

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 Total Lost Time (s) 4.0 6.0 6.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 0.2 0.2 0.2 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 32.4 25.2 7.0 12.0 12.0 Actuated g/C Ratio 0.08 0.50 0.39 0.11 0.18 0.18 v/c Ratio 0.50 0.22 0.38 0.39 0.60 0.21 Control Delay (s/veh) 42.1 10.0 2.9 32.5 32.3 1.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.1 10.0 2.9 32.5 32.3 1.0 LOS D A A C C A CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 14.8 2.9 32.5 22.2 Approach LOS B A C C Queue Length 50th (ft) 29 47 58 33 78 0 Queue Length 95th (ft) #75 73 m44 71 141 1 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 145 1873 1482 225 354 481 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.50 0.22 0.38 0.39 0.60 0.21 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: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.60 Intersection Signal Delay (s/veh): 12.9 Intersection LOS: B Intersection Capacity Utilization 66.1% ICU Level of Service C 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 Synchro 12

d Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings

1021-99-025T No Build - AM 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) 22 569 24 4 526 59 15 0 15 54 0 17 Future Volume (vph) 22 569 24 4 526 59 15 0 15 54 0 17 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 0.994 0.985 0.932 0.850 Flt Protected 0.950 0.976 0.950 0.950 Satd. Flow (prot) 1909 3589 0 0 3701 0 0 1998 0 1524 1524 1723 Flt Permitted 0.950 0.952 0.976 0.950 0.950 Satd. Flow (perm) 1909 3589 0 0 3523 0 0 1998 0 1524 1524 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 8 19 187 Link Speed (mph)

No Yes Satd. Flow (RTOR) 8 19 187 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 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 6% 0% 25% 5% 6% 7% 0% 0% 20% 0% 0% Shared Lane Traffic (%) 50% Lane Group Flow (vph) 24 651 0 0 647 0 0 32 0 29 30 19 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 26.0 26.0 26.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 9.0 32.0 32.0 32.0 12.0 12.0 17.0 17.0 17.0 Total Split (s) 9.0 41.0 32.0 32.0 12.0 12.0 17.0 17.0 17.0 Total Split (%) 12.9% 58.6% 45.7% 45.7% 17.1% 17.1% 24.3% 24.3% 24.3% Maximum Green (s) 5.0 35.0 26.0 26.0 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 54.1 50.5 7.0 7.3 7.3 7.3 Actuated g/C Ratio 0.07 0.77 0.72 0.10 0.10 0.10 0.10 v/c Ratio 0.18 0.23 0.25 0.16 0.18 0.19 0.05 Control Delay (s/veh) 33.8 5.1 3.2 31.0 31.4 31.6 0.3 Queue Delay 0.0 0.0 0.1 0.0 0.0 0.1 0.0 Total Delay (s/veh) 33.8 5.1 3.3 31.0 31.5 31.6 0.3 LOS C A A C C C A CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T No Build - AM 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) 6.1 3.3 31.0 23.9 Approach LOS A A C C Queue Length 50th (ft) 10 36 12 13 14 12 0 Queue Length 95th (ft) 32 108 m97 37 42 36 0 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 136 2777 2548 199 261 261 450 Starvation Cap Reductn 0 0 873 0 0 0 0 Spillback Cap Reductn 0 63 0 0 23 23 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.18 0.24 0.39 0.16 0.12 0.13 0.04 Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 62 (89%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.25 Intersection Signal Delay (s/veh): 6.4 Intersection LOS: A Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15 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 Synchro 12 Report 12/04/2025

Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings