Traffic Impact Study 021226 resubmissionrcd 2 26 2026

0.48 0.16 0.01 0.11 0.11 0.21 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 83.6 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.55 Intersection Signal Delay (s/veh): 10.1 Intersection LOS: B Intersection Capacity Utilization 47.9% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 02/12/2026 Lanes, Volumes, Timings

1956 24-04212 Existing-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) 212 0 248 3 6 6 197 414 11 3 446 244 Future Volume (vph) 212 0 248 3 6 6 197 414 11 3 446 244 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 0.91 1.00 0.99 1.00 1.00 0.96 Frt 0.850 0.946 0.996 0.850 Flt Protected 0.950 0.990 0.950 Satd. Flow (prot) 1955 1606 0 0 1854 0 1890 3726 0 0 3762 1758 Flt Permitted 0.950 0.990 0.435 0.953 Satd. Flow (perm) 1955 1606 0 0 1851 0 859 3726 0 0 3585 1694 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 692 4 Link Speed (mph)

s No Yes No Satd. Flow (RTOR) 692 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) 3 3 9 2 2 9 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) 223 261 0 0 15 0 207 448 0 0 472 257 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) 9 3 0 0 9 Act Effct Green (s) 13.1 0.0 5.6 46.8 43.8 33.3 47.4 Actuated g/C Ratio 0.19 0.00 0.08 0.67 0.63 0.48 0.68 DJR Synchro 12 Report 02/12/2026 Lanes, Volumes, Timings

1956 24-04212 Existing-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 0.61 0.38 0.10 0.30 0.19 0.28 0.22 Control Delay (s/veh) 33.7 1.6 35.4 7.6 7.4 13.9 4.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 33.7 1.6 35.4 7.6 7.4 13.9 4.1 LOS C A D A A B A Approach Delay (s/veh) 16.4 35.4 7.5 10.5 Approach LOS B D A B Queue Length 50th (ft) 85 0 6 23 31 54 19 Queue Length 95th (ft) 173 0 28 102 107 151 81 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 683 692 188 725 2335 1709 1161 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 0.33 0.38 0.08 0.29 0.19 0.28 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length:

0.33 0.38 0.08 0.29 0.19 0.28 0.22 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 69.9 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.61 Intersection Signal Delay (s/veh): 11.1 Intersection LOS: B Intersection Capacity Utilization 70.6% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway DJR Synchro 12 Report 02/12/2026 Lanes, Volumes, Timings

1956 24-04212 Existing-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) 186 0 190 1 3 4 193 291 11 3 334 193 Future Volume (vph) 186 0 190 1 3 4 193 291 11 3 334 193 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 0.91 1.00 0.99 0.97 Frt 0.850 0.932 0.994 0.850 Flt Protected 0.950 0.994 0.950 Satd. Flow (prot) 1955 1590 0 0 1834 0 1890 3721 0 0 3762 1758 Flt Permitted 0.950 0.994 0.493 0.953 Satd. Flow (perm) 1955 1590 0 0 1832 0 975 3721 0 0 3585 1704 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 781 6 Link Speed (mph)

s No Yes No Satd. Flow (RTOR) 781 6 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) 3 3 6 6 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) 198 202 0 0 8 0 205 322 0 0 358 205 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 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) 6 3 0 0 6 Act Effct Green (s) 12.4 0.0 5.4 46.9 43.8 33.0 46.4 Actuated g/C Ratio 0.18 0.00 0.08 0.68 0.63 0.48 0.67 DJR Synchro 12 Report 02/12/2026 Lanes, Volumes, Timings

1956 24-04212 Existing-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 0.57 0.26 0.06 0.27 0.14 0.21 0.18 Control Delay (s/veh) 32.5 0.8 34.9 7.0 6.9 13.8 4.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 32.5 0.8 34.9 7.0 6.9 13.8 4.2 LOS C A C A A B A Approach Delay (s/veh) 16.5 34.9 6.9 10.3 Approach LOS B C A B Queue Length 50th (ft) 74 0 3 21 20 38 14 Queue Length 95th (ft) 153 0 19 100 76 121 72 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 691 781 189 876 2360 1710 1152 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 0.29 0.26 0.04 0.23 0.14 0.21 0.18 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: