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 Queue Length 50th (ft) 2 2 0 0 0 Queue Length 95th (ft) 19 17 11 149 246 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 479 429 397 2025 1977 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 0.02 0.02 0.11 0.40 0.53 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 49.7 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.58 Intersection Signal Delay: 3.6 Intersection LOS: A Intersection Capacity Utilization 59.5% 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