V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE No Build - AM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 10 8 40 718 785 141 Future Volume (vph) 10 8 40 718 785 141 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 0.979 Flt Protected 0.950 0.950 Satd. Flow (prot) 2085 1865 1919 2069 2018 0 Flt Permitted 0.950 0.203 Satd. Flow (perm) 2085 1865 410 2069 2018 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 45 816 1052 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 (%)

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 44.8 44.8 44.8 Actuated g/C Ratio 0.16 0.16 0.91 0.91 0.91 v/c Ratio 0.03 0.03 0.12 0.44 0.58 Control Delay 28.0 28.1 2.6 2.7 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 28.0 28.1 2.6 2.7 3.9 LOS C C A A A Approach Delay 28.1 2.7 3.9 Approach LOS C A A 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings