Orange County NC Website
Browse       Search
West Orange Site Build PM <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build PM.syn Synchro 10 Report <br />Kimley-Horn Page 13 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 5.0 <br />Lead/Lag <br />Lead-Lag Optimize? <br />Recall Mode None None None C-Max C-Max C-Max C-Max <br />Act Effct Green (s)41.2 41.2 68.8 68.8 68.8 68.8 <br />Actuated g/C Ratio 0.34 0.34 0.57 0.57 0.57 0.57 <br />v/c Ratio 0.86 0.25 0.62 0.64 0.57 0.38 <br />Control Delay 44.6 3.5 13.9 8.3 17.6 11.4 <br />Queue Delay 0.0 0.0 0.0 2.5 1.5 0.6 <br />Total Delay 44.6 3.5 13.9 10.9 19.1 12.0 <br />LOS D A B B B B <br />Approach Delay 35.6 11.5 16.5 <br />Approach LOS D B B <br />Queue Length 50th (ft)381 0 43 162 357 128 <br />Queue Length 95th (ft)468 31 94 158 488 157 <br />Internal Link Dist (ft)672 1002 634 375 <br />Turn Bay Length (ft)450 <br />Base Capacity (vph)1265 1186 316 1068 1068 922 <br />Starvation Cap Reductn 0 0 0 262 268 278 <br />Spillback Cap Reductn 0 0 0 0 0 0 <br />Storage Cap Reductn 0 0 0 0 0 0 <br />Reduced v/c Ratio 0.82 0.25 0.62 0.84 0.77 0.55 <br />Intersection Summary <br />Area Type:Other <br />Cycle Length: 120 <br />Actuated Cycle Length: 120 <br />Offset: 60 (50%), Referenced to phase 2:NBTL and 6:SBT, Start of Green <br />Natural Cycle: 60 <br />Control Type: Actuated-Coordinated <br />Maximum v/c Ratio: 0.86 <br />Intersection Signal Delay: 23.1 Intersection LOS: C <br />Intersection Capacity Utilization 83.7%ICU Level of Service E <br />Analysis Period (min) 15 <br />Splits and Phases: 6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp <br />336