Traffic Impact Study 07 21 2025 submission

1956 24-04212 Build-PM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 242 0 278 9 7 6 229 465 11 9 484 287 Future Volume (vph) 242 0 278 9 7 6 229 465 11 9 484 287 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 12 10 10 10 10 10 10 13 11 12 Grade (%) 2% -2% -3% 3% Storage Length (ft) 0 0 0 0 100 0 0 0 Storage Lanes 1 0 0 0 1 0 0 1 Taper Length (ft) 25 25 75 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.94 1.00 1.00 0.97 Frt 0.850 0.963 0.996 0.850 Flt Protected 0.950 0.980 0.950 0.999 Satd. Flow (prot) 1955 1652 0 0 1868 0 1890 3728 0 0 3758 1758 Flt Permitted 0.950 0.980 0.399 0.945 Satd. Flow (perm) 1955 1652 0 0 1864 0 791 3728 0 0 3555 1710 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 675

n on Red Yes No Yes No Satd. Flow (RTOR) 675 4 Link Speed (mph) 25 25 40 40 Link Distance (ft) 277 225 325 94 Travel Time (s) 7.6 6.1 5.5 1.6 Confl. Peds. (#/hr) 2 2 4 4 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 0% 0% 0% 0% 0% 0% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 255 293 0 0 22 0 241 501 0 0 518 302 Turn Type Prot NA Perm NA pm+pt NA Perm NA pm+ov Protected Phases 4 10 5 2 6 4 Permitted Phases 10 2 6 6 Detector Phase 4 10 10 5 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 9.0 9.0 9.0 5.0 Minimum Split (s) 10.0 10.0 10.0 8.0 15.0 15.0 15.0 10.0 Total Split (s) 29.0 12.0 12.0 13.0 49.0 36.0 36.0 29.0 Total Split (%) 32.2% 13.3% 13.3% 14.4% 54.4% 40.0% 40.0% 32.2% Maximum Green (s) 24.0 7.0 7.0 10.0 43.0 30.0 30.0 24.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0

30.0 30.0 24.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 0.0 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) 5.0 5.0 3.0 6.0 6.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None Max Max Max None Walk Time (s) 7.0 9.0 9.0 9.0 7.0 Flash Don't Walk (s) 17.0 15.0 15.0 15.0 17.0 Pedestrian Calls (#/hr) 4 2 0 0 4 Act Effct Green (s) 14.4 0.0 5.8 46.9 43.9 32.8 48.2 Actuated g/C Ratio 0.20 0.00 0.08 0.64 0.60 0.45 0.66 DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings

1956 24-04212 Build-PM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.67 0.43 0.15 0.39 0.22 0.33 0.27 Control Delay (s/veh) 36.8 2.0 38.3 9.9 9.1 16.7 5.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 36.8 2.0 38.3 9.9 9.1 16.7 5.3 LOS D A D A A B A Approach Delay (s/veh) 18.2 38.3 9.3 12.5 Approach LOS B D A B Queue Length 50th (ft) 98 0 9 29 37 64 25 Queue Length 95th (ft) 196 0 35 119 119 165 96 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 651 675 181 658 2227 1587 1131 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 0.39 0.43 0.12 0.37 0.22 0.33 0.27 Intersection Summary Area Type:

0 0 Reduced v/c Ratio 0.39 0.43 0.12 0.37 0.22 0.33 0.27 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 73.5 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.67 Intersection Signal Delay (s/veh): 13.1 Intersection LOS: B Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings

1956 24-04212 Build-SAT 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 229 0 232 9 4 4 237 366 11 12 401 246 Future Volume (vph) 229 0 232 9 4 4 237 366 11 12 401 246 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 12 10 10 10 10 10 10 13 11 12 Grade (%) 2% -2% -3% 3% Storage Length (ft) 0 0 0 0 100 0 0 0 Storage Lanes 1 0 0 0 1 0 0 1 Taper Length (ft) 25 25 75 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.94 1.00 1.00 0.97 Frt 0.850 0.970 0.996 0.850 Flt Protected 0.950 0.973 0.950 0.999 Satd. Flow (prot) 1955 1636 0 0 1868 0 1890 3729 0 0 3759 1758 Flt Permitted 0.950 0.973 0.447 0.939 Satd. Flow (perm) 1955 1636 0 0 1863 0 886 3729 0 0 3533 1710 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 749

n on Red Yes No Yes No Satd. Flow (RTOR) 749 5 Link Speed (mph) 25 25 40 40 Link Distance (ft) 277 225 325 94 Travel Time (s) 7.6 6.1 5.5 1.6 Confl. Peds. (#/hr) 2 2 4 4 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 1% 0% 1% 0% 0% 0% 0% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 244 247 0 0 18 0 252 401 0 0 440 262 Turn Type Prot NA Perm NA pm+pt NA Perm NA pm+ov Protected Phases 4 10 5 2 6 4 Permitted Phases 10 2 6 6 Detector Phase 4 10 10 5 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 9.0 9.0 9.0 5.0 Minimum Split (s) 10.0 10.0 10.0 8.0 15.0 15.0 15.0 10.0 Total Split (s) 29.0 12.0 12.0 19.0 49.0 30.0 30.0 29.0 Total Split (%) 32.2% 13.3% 13.3% 21.1% 54.4% 33.3% 33.3% 32.2% Maximum Green (s) 24.0 7.0 7.0 16.0 43.0 24.0 24.0 24.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0

24.0 24.0 24.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 0.0 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) 5.0 5.0 3.0 6.0 6.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None Max Max Max None Walk Time (s) 7.0 9.0 9.0 9.0 7.0 Flash Don't Walk (s) 17.0 15.0 15.0 15.0 17.0 Pedestrian Calls (#/hr) 4 2 0 0 4 Act Effct Green (s) 14.1 0.0 5.7 46.8 43.8 31.4 46.5 Actuated g/C Ratio 0.20 0.00 0.08 0.66 0.62 0.44 0.66 DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings

1956 24-04212 Build-SAT 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.63 0.33 0.12 0.35 0.17 0.28 0.23 Control Delay (s/veh) 33.9 1.2 36.0 8.2 7.6 16.4 5.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 33.9 1.2 36.0 8.2 7.6 16.4 5.2 LOS C A D A A B A Approach Delay (s/veh) 17.4 36.0 7.9 12.2 Approach LOS B D A B Queue Length 50th (ft) 93 0 7 30 28 52 22 Queue Length 95th (ft) 188 0 31 123 95 155 102 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 673 749 187 815 2303 1565 1130 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 0.36 0.33 0.10 0.31 0.17 0.28 0.23 Intersection Summary Area Type:

0 0 Reduced v/c Ratio 0.36 0.33 0.10 0.31 0.17 0.28 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.9 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.63 Intersection Signal Delay (s/veh): 12.3 Intersection LOS: B Intersection Capacity Utilization 63.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings