Orange County NC Website
West Orange Site Build PM <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 07/24/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T8 - Phase 2 TIA\T4 - Analysis\Synchro\Build PM.syn Synchro 10 Report <br />Kimley-Horn Page 13 <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: 0.88 <br />Intersection Signal Delay: 23.9 Intersection LOS: C <br />Intersection Capacity Utilization 86.5%ICU Level of Service E <br />Analysis Period (min) 15 <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />Splits and Phases: 6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp <br />616