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319 <br /> Hillsborough Industrial Site 2023 No-Build AM <br /> 100: Old NC 86 & Rippy Lane/Waterstone Drive 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 /> Queue Length 50th(ft) 6 108 106 0 2 137 0 177 84 <br /> Queue Length 95th(ft) 26 175 172 34 11 255 48 220 185 <br /> Internal Link Dist(ft) 933 1361 1030 1228 <br /> Turn Bay Length(ft) 300 200 425 300 <br /> Base Capacity(vph) 249 309 310 803 315 1669 1249 754 2533 <br /> Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.05 0.46 0.45 0.36 0.01 0.35 0.39 0.63 0.31 <br /> Intersection Summary <br /> Area Type: Other <br /> Cycle Length: 120 <br /> Actuated Cycle Length: 120 <br /> Offset:0(0%), Referenced to phase 2:NBTL and 6:SBT,Start of Green <br /> Natural Cycle:90 <br /> Control Type:Actuated-Coordinated <br /> Maximum v/c Ratio:0.69 <br /> Intersection Signal Delay:21.2 Intersection LOS:C <br /> Intersection Capacity Utilization 57.4% ICU Level of Service B <br /> Analysis Period(min) 15 <br /> Splits and Phases: 100: Old NC 86&nippy Lane/Waterstone Drive <br /> 01 I}OC V03 - <br /> T 06 <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 2 <br />