2025 12 04 TIS Rev 4

1021-99-025T No 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) 101 571 37 9 376 306 37 16 46 257 16 152 Future Volume (vph) 101 571 37 9 376 306 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 0.934 0.937 0.850 Flt Protected 0.950 0.999 0.982 0.950 0.958 Satd. Flow (prot) 1909 3680 0 0 3669 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 3471 0 0 2069 0 1811 1828 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 14 312 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 14 312 201 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) 103 621 0 0 705 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 0.31 0.43 0.45 0.52 0.52 0.37 Control Delay (s/veh) 57.6 9.9 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 9.9 4.6 34.4 32.9 32.7 4.6 LOS E A A C C C A CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T No 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 72 28 38 54 54 0 Queue Length 95th (ft) #111 114 m47 81 103 102 26 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 146 1979 1655 222 334 337 481 Starvation Cap Reductn 0 0 219 0 0 0 0 Spillback Cap Reductn 0 143 0 0 34 34 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.71 0.34 0.49 0.45 0.46 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): 14.6 Intersection LOS: B Intersection Capacity Utilization 63.7% 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 No 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) 108 378 31 11 324 274 32 20 40 237 21 138 Future Volume (vph) 108 378 31 11 324 274 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 0.933 0.942 0.850 Flt Protected 0.950 0.999 0.983 0.950 0.960 Satd. Flow (prot) 1890 3742 0 0 3649 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 3452 0 0 2105 0 1811 1833 1723 Right Turn on Red Yes Yes No Yes Satd. Flow (RTOR) 17 282 201 Link Speed (mph)

No Yes Satd. Flow (RTOR) 17 282 201 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) 111 422 0 0 627 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 0.21 0.38 0.42 0.50 0.51 0.34 Control Delay (s/veh) 64.9 9.0 17.0 33.3 32.1 32.0 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 64.9 9.0 17.0 33.3 32.1 32.0 3.9 LOS E A B C C C A CJM Synchro 12 Report 12/04/2025 Lanes, Volumes, Timings

1021-99-025T No 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) 20.6 17.0 33.3 22.2 Approach LOS C B C C Queue Length 50th (ft) 45 44 238 36 51 52 0 Queue Length 95th (ft) #123 74 m288 77 98 98 20 Internal Link Dist (ft) 340 241 615 288 Turn Bay Length (ft) 165 Base Capacity (vph) 145 2021 1636 226 334 338 481 Starvation Cap Reductn 0 0 0 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 0.21 0.38 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): 20.4 Intersection LOS: C 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