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253 <br /> Hillsborough Industrial Site 2020 Existing PM <br /> 100: Old NC 86 & Rippy Lane/Waterstone Drive 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 /> Queue Length 50th(ft) 6 76 76 0 1 101 0 42 48 <br /> Queue Length 95th(ft) 26 129 129 40 8 217 20 70 133 <br /> Internal Link Dist(ft) 933 1361 30 1228 <br /> Turn Bay Length(ft) 300 200 425 300 <br /> Base Capacity(vph) 254 322 323 551 484 2164 1360 400 2642 <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 0.31 0.31 0.33 0.01 0.30 0.11 0.28 0.23 <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:0.49 <br /> Intersection Signal Delay: 16.4 Intersection LOS: B <br /> Intersection Capacity Utilization 49.1% ICU Level of Service A <br /> Analysis Period(min) 15 <br /> Splits and Phases: 100: Old NC 86&Rippy Lane/Waterstone Drive <br /> .01 tO Vf O30=6 IF <br /> - <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 2 <br />