Traffic Impact Study 07 21 2025 submission

1956 24-04212 No Build-AM 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) 171 0 121 1 0 0 109 300 0 1 438 255 Future Volume (vph) 171 0 121 1 0 0 109 300 0 1 438 255 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 0.99 1.00 0.97 Frt 0.850 0.850 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1881 1620 0 0 1881 0 1890 3670 0 0 3653 1691 Flt Permitted 0.950 0.950 0.454 0.955 Satd. Flow (perm) 1881 1620 0 0 1869 0 900 3670 0 0 3489 1644 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 597 Link Speed (mph) 25 25

No Yes No Satd. Flow (RTOR) 597 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 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 5% 0% 2% 0% 0% 0% 0% 3% 0% 0% 4% 4% Shared Lane Traffic (%) Lane Group Flow (vph) 184 130 0 0 1 0 117 323 0 0 472 274 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) 17.0 12.0 12.0 10.0 61.0 51.0 51.0 17.0 Total Split (%) 18.9% 13.3% 13.3% 11.1% 67.8% 56.7% 56.7% 18.9% Maximum Green (s) 12.0 7.0 7.0 7.0 55.0 45.0 45.0 12.0 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

.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) 13.1 0.0 5.1 60.7 57.6 50.2 64.4 Actuated g/C Ratio 0.16 0.00 0.06 0.73 0.69 0.60 0.77 DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings

1956 24-04212 No Build-AM 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 0.62 0.22 0.01 0.16 0.13 0.23 0.22 Control Delay (s/veh) 42.1 0.8 41.0 5.6 5.9 10.1 2.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 42.1 0.8 41.0 5.6 5.9 10.1 2.7 LOS D A D A A B A Approach Delay (s/veh) 25.0 41.0 5.8 7.4 Approach LOS C D A A Queue Length 50th (ft) 85 0 1 12 22 51 18 Queue Length 95th (ft) 164 0 6 57 73 134 68 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 317 597 158 737 2530 2096 1273 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 0.58 0.22 0.01 0.16 0.13 0.23 0.22 Intersection Summary Area Type:

0 0 Reduced v/c Ratio 0.58 0.22 0.01 0.16 0.13 0.23 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.6 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.62 Intersection Signal Delay (s/veh): 10.6 Intersection LOS: B Intersection Capacity Utilization 49.2% ICU Level of Service A 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 No 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 3 6 6 229 462 11 3 485 287 Future Volume (vph) 242 0 278 3 6 6 229 462 11 3 485 287 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 0.946 0.996 0.850 Flt Protected 0.950 0.990 0.950 Satd. Flow (prot) 1955 1652 0 0 1854 0 1890 3728 0 0 3762 1758 Flt Permitted 0.950 0.990 0.405 0.953 Satd. Flow (perm) 1955 1652 0 0 1852 0 803 3728 0 0 3585 1710 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 684 4 Link Speed (mph)

No Yes No Satd. Flow (RTOR) 684 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 15 0 241 498 0 0 514 302 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 2.0 2.0 0.0

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) 14.0 0.0 5.6 46.8 43.7 32.8 47.8 Actuated g/C Ratio 0.20 0.00 0.08 0.66 0.62 0.46 0.68 DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings

1956 24-04212 No 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 0.66 0.43 0.10 0.37 0.22 0.31 0.26 Control Delay (s/veh) 35.1 2.0 35.7 8.4 7.8 14.8 4.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 35.1 2.0 35.7 8.4 7.8 14.8 4.4 LOS D A D A A B A Approach Delay (s/veh) 17.4 35.7 8.0 10.9 Approach LOS B D A B Queue Length 50th (ft) 98 0 6 29 37 63 25 Queue Length 95th (ft) 196 0 28 118 118 163 96 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 673 684 186 686 2304 1660 1163 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 0.38 0.43 0.08 0.35 0.22 0.31 0.26 Intersection Summary Area Type:

0 0 Reduced v/c Ratio 0.38 0.43 0.08 0.35 0.22 0.31 0.26 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.8 Natural Cycle: 55 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.66 Intersection Signal Delay (s/veh): 11.7 Intersection LOS: B Intersection Capacity Utilization 64.0% 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