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291 <br /> Hillsborough Industrial Site 2023 Build-Improved 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 RR�R <br /> LOS D E E A B B A D A <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 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 0.62 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 /> t02 01 f 03 - <br /> I T 06 �v <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 2 <br />