Traffic Study revised 062626 resubmission 4933 0058 5912 v1

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) 226 0 191 1 2 2 155 481 4 5 445 222 Future Volume (vph) 226 0 191 1 2 2 155 481 4 5 445 222 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 1.00 1.00 Frt 0.850 0.946 0.999 0.850 Flt Protected 0.950 0.990 0.950 0.999 Satd. Flow (prot) 1975 1767 0 0 1854 0 1871 3739 0 0 3758 1758 Flt Permitted 0.950 0.990 0.442 0.950 Satd. Flow (perm) 1975 1767 0 0 1854 0 869 3739 0 0 3574 1752 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 703

1752 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 703 1 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) 2 2 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 (%) 0% 0% 0% 0% 0% 0% 1% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 233 197 0 0 5 0 160 500 0 0 464 229 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

3.0 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) 9 3 0 0 9 Act Effct Green (s) 13.3 0.0 5.2 46.8 43.7 33.6 48.0 Actuated g/C Ratio 0.19 0.00 0.07 0.67 0.63 0.48 0.69 JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings