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Hillsborough Industrial Site 2023 Build-Improved AM <br />120: Old NC 86 & I-40 EB Ramp Timing Plan: AM 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 E E D A <br />Approach Delay 62.7 77.7 32.6 <br />Approach LOS E E C <br />Queue Length 50th (ft)129 124 ~435 ~452 42 <br />Queue Length 95th (ft)206 201 #741 #774 1 <br />Internal Link Dist (ft)1093 477 372 643 <br />Turn Bay Length (ft)200 <br />Base Capacity (vph)295 263 606 728 1426 <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 0.60 0.65 1.01 0.96 0.29 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 1 (1%), Referenced to phase 2:NBT and 6:SBT, Start of Green <br />Natural Cycle: 120 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 1.01 <br />Intersection Signal Delay: 50.9 Intersection LOS: D <br />Intersection Capacity Utilization 84.8%ICU Level of Service E <br />Analysis Period (min) 15 <br />~ Volume exceeds capacity, queue is theoretically infinite. <br /> Queue shown is maximum after two cycles. <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 />282