Orange County NC Website
Browse       Search
Hillsborough Industrial Site 2020 Existing AM <br />100: Old NC 86 & Rippy Lane/Waterstone Drive Timing Plan: AM 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 49 48 0 1 84 0 93 50 <br />Queue Length 95th (ft)26 93 93 38 9 181 28 130 142 <br />Internal Link Dist (ft)933 1361 1030 1228 <br />Turn Bay Length (ft)300 200 425 300 <br />Base Capacity (vph)361 392 394 559 429 2096 1403 503 2709 <br />Starvation Cap Reductn 0 00000000 <br />Spillback Cap Reductn 0 00000000 <br />Storage Cap Reductn 0 00000000 <br />Reduced v/c Ratio 0.03 0.16 0.16 0.31 0.01 0.25 0.16 0.49 0.26 <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: 0.54 <br />Intersection Signal Delay: 16.4 Intersection LOS: B <br />Intersection Capacity Utilization 47.5%ICU Level of Service A <br />Analysis Period (min) 15 <br />Splits and Phases: 100: Old NC 86 & Rippy Lane/Waterstone Drive <br />247