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282 <br /> Hillsborough Industrial Site 2023 Build-Improved AM <br /> 120: Old NC 86 & 1-40 EB Ramp Timing Plan:AM 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 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&1-40 EB Ramp } <br /> 01 I O �t�4 <br /> T 06 IF <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 6 <br />