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294 <br /> Hillsborough Industrial Site 2023 Build-Improved PM <br /> 120: Old NC 86 & 1-40 EB Ramp Timing Plan: PM Peak <br /> -11 --1, 4--- t t <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> LOS E D E E A <br /> Approach Delay 55.4 59.8 34.8 <br /> Approach LOS E E C <br /> Queue Length 50th(ft) 101 52 530 259 0 <br /> Queue Length 95th(ft) 164 96 #754 #695 133 <br /> Internal Link Dist(ft) 1093 477 372 643 <br /> Turn Bay Length(ft) 200 <br /> Base Capacity(vph) 296 263 714 617 1456 <br /> Starvation Cap Reductn 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 <br /> Reduced v/c Ratio 0.47 0.28 0.96 0.92 0.32 <br /> Intersection Summary <br /> Area Type: Other <br /> Cycle Length: 120 <br /> Actuated Cycle Length: 120 <br /> Offset:4(3%), Referenced to phase 2:NBT and 6:SBT,Start of Green <br /> Natural Cycle: 110 <br /> Control Type:Actuated-Coordinated <br /> Maximum v/c Ratio:0.96 <br /> Intersection Signal Delay:45.8 Intersection LOS: D <br /> Intersection Capacity Utilization 80.8% ICU Level of Service D <br /> Analysis Period(min) 15 <br /> # 95th percentile volume exceeds capacity,queue may be longer. <br /> Queue shown is maximum after two cycles. W _ <br /> Splits and Phases: 120: Old NC 86&1-40 EB Ramp <br /> 01 - <br /> T 06 IF <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 6 <br />