V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE No Build - PM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft) 34 11 1 154 82 Queue Length 95th (ft) 96 42 5 276 144 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 424 379 705 2069 2045 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.36 0.14 0.01 0.45 0.31 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 49.6 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 10.7 Intersection LOS: B Intersection Capacity Utilization 55.8% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 20: Pleasant Valley Way & Kessler Driveway 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings