2025 12 04 TIS Rev 4

1021-99-025T Existing - 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) 15 552 23 4 508 48 14 0 14 45 0 11 Future Volume (vph) 15 552 23 4 508 48 14 0 14 45 0 11 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 0.994 0.987 0.932 0.850 Flt Protected 0.950 0.976 0.950 Satd. Flow (prot) 1909 3589 0 0 3709 0 0 1998 0 0 1604 1723 Flt Permitted 0.950 0.952 0.976 0.950 Satd. Flow (perm) 1909 3589 0 0 3531 0 0 1998 0 0 1604 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 8 16 187 Link Speed (mph)

No Yes Satd. Flow (RTOR) 8 16 187 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 (%) Lane Group Flow (vph) 16 632 0 0 615 0 0 30 0 0 49 12 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 12.0 12.0 12.0 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 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) 3.0 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) 6.4 53.7 51.4 7.0 7.7 7.7 Actuated g/C Ratio 0.09 0.77 0.73 0.10 0.11 0.11 v/c Ratio 0.09 0.23 0.24 0.15 0.28 0.03 Control Delay (s/veh) 29.9 5.4 3.1 30.8 32.5 0.2 Queue Delay 0.0 0.0 0.1 0.0 0.1 0.0 Total Delay (s/veh) 29.9 5.4 3.2 30.8 32.6 0.2 LOS C A A C C A CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 6.0 3.2 30.8 26.2 Approach LOS A A C C Queue Length 50th (ft) 7 34 12 12 20 0 Queue Length 95th (ft) 23 109 m123 36 49 0 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 173 2756 2598 199 274 450 Starvation Cap Reductn 0 0 830 0 0 0 Spillback Cap Reductn 0 10 0 0 24 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.09 0.23 0.35 0.15 0.20 0.03 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: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.28 Intersection Signal Delay (s/veh): 6.2 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 12/02/2025

Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 69 555 36 9 367 253 36 14 44 216 13 119 Future Volume (vph) 69 555 36 9 367 253 36 14 44 216 13 119 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 0.991 0.940 0.937 0.850 Flt Protected 0.950 0.999 0.981 0.955 Satd. Flow (prot) 1909 3680 0 0 3691 0 0 2066 0 0 1917 1723 Flt Permitted 0.950 0.945 0.981 0.955 Satd. Flow (perm) 1909 3680 0 0 3491 0 0 2066 0 0 1917 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 14 258 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 14 258 201 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 (%) Lane Group Flow (vph) 70 603 0 0 641 0 0 96 0 0 233 121 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 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 33.5 28.1 7.0 10.9 10.9 Actuated g/C Ratio 0.08 0.52 0.43 0.11 0.17 0.17 v/c Ratio 0.48 0.32 0.39 0.43 0.73 0.27 Control Delay (s/veh) 40.5 10.6 5.4 33.8 39.9 2.3 Queue Delay 0.0 0.0 0.0 0.0 0.5 0.0 Total Delay (s/veh) 40.5 10.6 5.4 33.8 40.4 2.3 LOS D B A C D A CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings

1021-99-025T Existing - 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) 13.7 5.4 33.8 27.4 Approach LOS B A C C Queue Length 50th (ft) 27 76 57 36 87 0 Queue Length 95th (ft) #69 111 44 77 #171 10 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 146 1904 1656 222 353 481 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 143 0 0 14 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.34 0.39 0.43 0.69 0.25 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: 0.73 Intersection Signal Delay (s/veh): 14.5 Intersection LOS: B Intersection Capacity Utilization 67.3% 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. Splits and Phases: 40: Woodhull Avenue/Whole Foods Driveway & Eagle Rock Avenue (CR 611) CJM Synchro 12 Report 12/02/2025

gle Rock Avenue (CR 611) CJM Synchro 12 Report 12/02/2025 Lanes, Volumes, Timings