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West Orange Site Existing AM <br />1: Efland-Cedar Grove Road & US-70 04/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing 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 />Yellow Time (s)4.6 4.6 4.6 4.6 5.2 5.2 5.2 5.2 <br />All-Red Time (s)1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 <br />Lost Time Adjust (s)-0.7 -0.7 -1.2 -1.2 <br />Total Lost Time (s)5.0 5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode Min Min Min Min None None None None <br />Act Effct Green (s)22.2 22.2 40.4 40.4 <br />Actuated g/C Ratio 0.31 0.31 0.56 0.56 <br />v/c Ratio 0.82 0.29 0.26 0.74 <br />Control Delay 33.7 16.2 11.1 21.1 <br />Queue Delay 0.0 0.0 0.0 0.0 <br />Total Delay 33.7 16.2 11.1 21.1 <br />LOS C B B C <br />Approach Delay 33.7 16.2 11.1 21.1 <br />Approach LOS C B B C <br />Queue Length 50th (ft)176 44 42 202 <br />Queue Length 95th (ft)279 85 106 #505 <br />Internal Link Dist (ft)786 879 365 881 <br />Turn Bay Length (ft) <br />Base Capacity (vph)1246 1220 768 881 <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 0.38 0.13 0.26 0.74 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 100 <br />Actuated Cycle Length: 72.6 <br />Natural Cycle: 60 <br />Control Type: Actuated-Uncoordinated <br />Maximum v/c Ratio: 0.82 <br />Intersection Signal Delay: 23.2 Intersection LOS: C <br />Intersection Capacity Utilization 73.4%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 />222