V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE Build - PM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 138 47 9 851 553 29 Future Volume (vph) 138 47 9 851 553 29 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 11 12 12 12 Grade (%) -9% 1% 2% Storage Length (ft) 0 150 190 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 60 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.993 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2045 0 Flt Permitted 0.950 0.347 Satd. Flow (perm) 2085 1865 701 2069 2045 0 Right Turn on Red No Yes Satd. Flow (RTOR) 9 Link Speed (mph) 25 45 45 Link Distance (ft) 458 449 352 Travel Time (s) 12.5 6.8 5.3 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 1% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 152 52 10 935 640 0 Turn Type Prot Perm Perm NA NA Protected Phases 4 2 6 Permitted Phases 4 2 Detector Phase 4 4 2 2 6 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 12.0 12.0 12.0 12.0 12.0 Total Split (s) 15.0 15.0 75.0 75.0 75.0 Total Split (%)

.0 7.0 7.0 7.0 7.0 Minimum Split (s) 12.0 12.0 12.0 12.0 12.0 Total Split (s) 15.0 15.0 75.0 75.0 75.0 Total Split (%) 16.7% 16.7% 83.3% 83.3% 83.3% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 8.9 8.9 30.6 30.6 30.6 Actuated g/C Ratio 0.18 0.18 0.62 0.62 0.62 v/c Ratio 0.41 0.16 0.02 0.73 0.51 Control Delay 22.4 19.5 3.9 11.0 6.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 22.4 19.5 3.9 11.0 6.9 LOS C B A B A Approach Delay 21.7 10.9 6.9 Approach LOS C B A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings