V4 10 Traffic Impact Study Rev 2 1 27 2023

4041-99-001TE Existing - AM 10: Pleasant Valley Way & Route 10 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Queue Length 50th (ft) 133 0 118 0 15 201 43 291 Queue Length 95th (ft) 183 0 174 16 39 278 83 388 Internal Link Dist (ft) 298 897 1465 664 Turn Bay Length (ft) 150 75 60 110 Base Capacity (vph) 858 542 929 601 239 1093 307 1286 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 0.42 0.04 0.40 0.15 0.15 0.57 0.32 0.65 Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 115.8 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 36.3 Intersection LOS: D Intersection Capacity Utilization 64.8% 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