Traffic Impact Study 07 21 2025 submission

1956 24-04212 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) 172 0 121 2 1 0 109 305 0 7 438 255 Future Volume (vph) 172 0 121 2 1 0 109 305 0 7 438 255 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 1.00 1.00 0.97 Frt 0.850 0.850 Flt Protected 0.950 0.968 0.950 0.999 Satd. Flow (prot) 1881 1620 0 0 1916 0 1890 3670 0 0 3652 1691 Flt Permitted 0.950 0.968 0.450 0.949 Satd. Flow (perm) 1881 1620 0 0 1908 0 892 3670 0 0 3469 1644 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 596 Link Speed (mph) 25

n on Red Yes No Yes No Satd. Flow (RTOR) 596 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) 185 130 0 0 3 0 117 328 0 0 479 274 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

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) 13.1 0.0 5.2 60.6 57.6 50.2 64.3 Actuated g/C Ratio 0.16 0.00 0.06 0.72 0.69 0.60 0.77 DJR Synchro 12 Report 07/21/2025 Lanes, Volumes, Timings