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Lawrence Road Development Build-out(202tlPAM <br /> 1: Lawrence Road & US 70A 07/13/2023 <br /> Natural Cycle:40 <br /> Control Type:Actuated-Uncoordinated <br /> Maximum v/c Ratio:0.75 <br /> Intersection Signal Delay:18.3 Intersection LOS:B <br /> Intersection Capacity Utilization 83.9% 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 /> Splits and Phases: 1:Lawrence Road&US 70A <br /> 0fi ■ <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025)-Improved.syn <br /> Kimley-Horn Synchro 11 Report <br />