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Lawrence Road Development Existing (2021'D AM <br /> 3: Lawrence Road & US 70 07/13/2023 <br /> Natural Cycle:90 <br /> Control Type:Actuated-Uncoordinated <br /> Maximum v/c Ratio:1.03 <br /> Intersection Signal Delay:54.1 Intersection LOS:D <br /> Intersection Capacity Utilization 66.2% ICU Level of Service C <br /> Analysis Period(min)15 <br /> Volume exceeds capacity,queue is theoretically infinite. <br /> Queue shown is maximum after two cycles. <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 /> �02 4403 �� <br /> 30 s <br /> F <br /> 90 s <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolExisting(2022).syn <br /> Kimley-Horn Synchro 11 Report <br />