V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE Existing - PM 20: Pleasant Valley Way & Kessler Driveway Lane Group EBL EBR NBL NBT SBT SBR Queue Length 50th (ft) 29 9 1 117 67 Queue Length 95th (ft) 81 36 5 224 127 Internal Link Dist (ft) 378 369 272 Turn Bay Length (ft) 150 190 Base Capacity (vph) 471 421 784 2069 2043 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 0.32 0.12 0.01 0.39 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 44.5 Natural Cycle: 40 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.68 Intersection Signal Delay: 10.2 Intersection LOS: B Intersection Capacity Utilization 50.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 20: Pleasant Valley Way & Kessler Driveway 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings