V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE Existing - PM 10: Pleasant Valley Way & Route 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 129 0 94 3 20 306 41 168 Queue Length 95th (ft) 178 0 142 55 46 408 80 235 Internal Link Dist (ft) 298 897 1465 664 Turn Bay Length (ft) 150 75 60 110 Base Capacity (vph) 896 594 939 634 380 1140 218 1215 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.03 0.32 0.25 0.13 0.77 0.44 0.44 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 115.1 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 36.6 Intersection LOS: D Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Pleasant Valley Way & Route 10 01/24/2023 Synchro 11 Report CGH/JTT Lanes, Volumes, Timings