Orange County NC Website
Browse       Search
Hillsborough Industrial Site 2020 Existing PM <br />100: Old NC 86 & Rippy Lane/Waterstone Drive Timing Plan: PM Peak <br />Lanes, Volumes, Timings Synchro 10 Report <br />Stantec Page 2 <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 1030 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 00000000 <br />Spillback Cap Reductn 0 00000000 <br />Storage Cap Reductn 0 00000000 <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 />253