2025 12 04 TIS Rev 4

1021-99-025T 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) 22 586 24 4 546 59 15 0 15 54 0 17 Future Volume (vph) 22 586 24 4 546 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) 24 670 0 0 669 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 23.0 23.0 23.0 23.0 23.0 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 0.24 0.26 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 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 37 12 13 14 12 0 Queue Length 95th (ft) 32 111 m100 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 0 868 0 0 0 0 Spillback Cap Reductn 0 76 0 0 23 23 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.18 0.25 0.40 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: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.26 Intersection Signal Delay (s/veh): 6.3 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

1021-99-025T Build - PM 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) 101 583 37 9 391 306 37 16 46 257 16 152 Future Volume (vph) 101 583 37 9 391 306 37 16 46 257 16 152 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 0.991 0.935 0.937 0.850 Flt Protected 0.950 0.999 0.982 0.950 0.958 Satd. Flow (prot) 1909 3680 0 0 3672 0 0 2069 0 1811 1828 1723 Flt Permitted 0.950 0.945 0.982 0.950 0.958 Satd. Flow (perm) 1909 3680 0 0 3474 0 0 2069 0 1811 1828 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 13 312 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 13 312 201 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 0.98 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% 3% 0% 0% 1% 0% 3% 0% 0% 1% 0% 0% Shared Lane Traffic (%) 47% Lane Group Flow (vph) 103 633 0 0 720 0 0 101 0 139 139 155 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 34.8 27.6 7.0 9.6 9.6 9.6 Actuated g/C Ratio 0.08 0.54 0.42 0.11 0.15 0.15 0.15 v/c Ratio 0.71 0.32 0.43 0.45 0.52 0.52 0.37 Control Delay (s/veh) 57.6 10.0 4.5 34.4 32.5 32.3 4.6 Queue Delay 0.0 0.0 0.1 0.0 0.4 0.4 0.0 Total Delay (s/veh) 57.6 10.0 4.6 34.4 32.9 32.7 4.6 LOS E B A C C C A CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T Build - PM 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) 16.7 4.6 34.4 22.7 Approach LOS B A C C Queue Length 50th (ft) 41 74 28 38 54 54 0 Queue Length 95th (ft) #111 117 m48 81 103 102 26 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 146 1978 1656 222 334 337 481 Starvation Cap Reductn 0 0 219 0 0 0 0 Spillback Cap Reductn 0 143 0 0 37 37 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.71 0.34 0.50 0.45 0.47 0.46 0.32 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: 0.71 Intersection Signal Delay (s/veh): 14.5 Intersection LOS: B Intersection Capacity Utilization 64.1% 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

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