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Hillsborough Industrial Site 2023 Build-Improved PM <br />120: Old NC 86 & I-40 EB Ramp Timing Plan: PM Peak <br />Lanes, Volumes, Timings Synchro 10 Report <br />Stantec Page 6 <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 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. <br />Splits and Phases: 120: Old NC 86 & I-40 EB Ramp <br />294