Orange County NC Website
Lawrence Road Development Background (2021ffPM <br /> 3: Lawrence Road & US 70 07/13/2023 <br /> Natural Cycle:90 <br /> Control Type:Actuated-Uncoordinated <br /> Maximum v/c Ratio:0.93 <br /> Intersection Signal Delay:44.1 Intersection LOS:D <br /> Intersection Capacity Utilization 80.6% ICU Level of Service D <br /> Analysis Period(min)15 <br /> # 95th percentile volume exceeds capacity,queue may be longer. <br /> Queue shown is maximum after two cycles. <br /> Splits and Phases: 3:Lawrence Road&US 70 <br /> �16s <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBackground(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />