Orange County NC Website
Browse       Search
West Orange Site Build AM <br />1: Efland-Cedar Grove Road & US-70 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build AM.syn Synchro 10 Report <br />Kimley-Horn Page 2 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Actuated g/C Ratio 0.33 0.33 0.52 0.52 <br />v/c Ratio 0.81 0.29 0.31 0.85 <br />Control Delay 35.4 19.6 12.5 28.2 <br />Queue Delay 0.0 0.0 0.0 0.0 <br />Total Delay 35.4 19.6 12.5 28.2 <br />LOS D B B C <br />Approach Delay 35.4 19.6 12.5 28.2 <br />Approach LOS D B B C <br />Queue Length 50th (ft)209 52 57 276 <br />Queue Length 95th (ft)388 117 120 #561 <br />Internal Link Dist (ft)786 879 365 881 <br />Turn Bay Length (ft) <br />Base Capacity (vph)928 904 1001 1153 <br />Starvation Cap Reductn 0 0 0 0 <br />Spillback Cap Reductn 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 <br />Reduced v/c Ratio 0.54 0.19 0.22 0.61 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 100 <br />Actuated Cycle Length: 76.9 <br />Natural Cycle: 70 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.85 <br />Intersection Signal Delay: 27.3 Intersection LOS: C <br />Intersection Capacity Utilization 79.1%ICU Level of Service D <br />Analysis Period (min) 15 <br />Description: 07-1686 <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />Splits and Phases: 1: Efland-Cedar Grove Road & US-70 <br />308