Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 Existing-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) 97 0 70 2 1 1 127 331 4 0 435 304 Future Volume (vph) 97 0 70 2 1 1 127 331 4 0 435 304 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 25 25 75 25 25 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 0.99 1.00 0.99 Frt 0.850 0.966 0.998 0.850 Flt Protected 0.950 0.976 0.950 Satd. Flow (prot) 1936 1767 0 0 1866 0 1853 3595 0 0 3653 1758 Flt Permitted 0.950 0.976 0.465 Satd. Flow (perm) 1936 1767 0 0 1866 0 902 3595 0 0 3653 1738 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 606 2 Link Speed (mph) 25

No Yes No Satd. Flow (RTOR) 606 2 Link Speed (mph) 25 25 35 35 Link Distance (ft) 277 225 325 94 Travel Time (s) 7.6 6.1 6.3 1.8 Confl. Peds. (#/hr) 6 1 1 6 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 (%) 2% 0% 0% 0% 0% 0% 2% 5% 0% 0% 4% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 100 72 0 0 4 0 131 345 0 0 448 313 Turn Type Prot NA Perm NA pm+pt NA 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

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) 10.4 0.0 5.2 62.0 60.2 49.9 60.1 Actuated g/C Ratio 0.13 0.00 0.07 0.78 0.75 0.62 0.75 JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings