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Hillsborough Industrial Site 2023 Build-Improved 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 />LOS D EEABBADA <br />Approach Delay 43.6 32.7 13.4 21.9 <br />Approach LOS D C B C <br />Queue Length 50th (ft)6 164 167 1 1 165 3 101 92 <br />Queue Length 95th (ft)26 255 260 63 m4 335 46 146 174 <br />Internal Link Dist (ft)933 1361 1030 1228 <br />Turn Bay Length (ft)300 200 425 300 <br />Base Capacity (vph)240 352 353 798 321 1784 1236 480 2398 <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 0.62 0.63 0.46 0.01 0.47 0.29 0.56 0.29 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 71 (59%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 80 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.69 <br />Intersection Signal Delay: 21.5 Intersection LOS: C <br />Intersection Capacity Utilization 59.6%ICU Level of Service B <br />Analysis Period (min) 15 <br />m Volume for 95th percentile queue is metered by upstream signal. <br />Splits and Phases: 100: Old NC 86 & Rippy Lane/Waterstone Drive <br />291