V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE Build - AM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 10 8 40 714 789 141 Future Volume (vph) 10 8 40 714 789 141 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 0.980 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2020 0 Flt Permitted 0.950 0.201 Satd. Flow (perm) 2085 1865 406 2069 2020 0 Right Turn on Red No Yes Satd. Flow (RTOR) 32 Link Speed (mph) 25 45 45 Link Distance (ft) 458 449 352 Travel Time (s) 12.5 6.8 5.3 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 0% 1% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 11 9 45 811 1057 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) 8.0 8.0 45.0 45.0 45.0 Actuated g/C Ratio 0.16 0.16 0.91 0.91 0.91 v/c Ratio 0.03 0.03 0.12 0.43 0.58 Control Delay 28.1 28.2 2.6 2.7 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 28.1 28.2 2.6 2.7 3.9 LOS C C A A A Approach Delay 28.2 2.7 3.9 Approach LOS C A A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings