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279 <br /> Hillsborough Industrial Site 2023 Build-Improved AM <br /> 100: Old NC 86 & Rippy Lane/Waterstone Drive Timing Plan:AM Peak <br /> -11 --1, 4--- t t <br /> Lane Group EBL EBT EBR WBL WB� BR NBL NBT NBR SBL RR�R <br /> LOS D E E A C C A D A <br /> Approach Delay 43.5 29.6 15.6 23.1 <br /> Approach LOS D M B C <br /> Queue Length 50th(ft) 6 112 111 0 2 157 91 177 93 <br /> Queue Length 95th(ft) 184 183 35 m4 193 45 220 196 <br /> Internal Link Dist(ft) 933 1361 1030 1228 <br /> Turn Bay Length(ft) ill 25 300 <br /> Base Capacity(vph) 248 299 300 804 298 1668 1244 754 2531 <br /> Starvation Cap Reductn 0 0 _ 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 wmm 0 0 0 <br /> Reduced v/c Ratio 0.05 0.50 0.49 0.36 0.01 0.36 0.39 0.63 0.33 <br /> Intersection Summary <br /> Area Type: Other <br /> Cycle Length: 120 <br /> Actuated Cycle Length: 120 <br /> Offset:28(23%), 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:21.7 Intersection LOS:C <br /> Intersection Capacity Utilization 57.6% 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 /> } <br /> Y147 11 <br /> - -' <br /> Lanes,Volumes,Timings Synchro 10 Report <br /> Stantec Page 2 <br />