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Lawrence Road Development Build-out(202ffPM <br /> 5: Lawrence Road & Site Driveway 07/13/2023 <br /> ,,(- *--- t <br /> Lane Group WBL WBR NBT NBR SBL SBT <br /> Lane Configurations Vii r T. <br /> Traffic Volume(vph) 21 57 445 18 48 326 <br /> Future Volume(vph) 21 57 445 18 48 326 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 <br /> Lane Width(ft) 12 12 12 12 12 12 <br /> Grade(%) 0% 0% 0% <br /> Storage Length(ft) 0 0 0 150 <br /> Storage Lanes 1 1 0 0 <br /> Taper Length(ft) 25 100 <br /> Satd.Flow(prot) 1770 1583 1836 0 0 1852 <br /> Flt Permitted 0.950 0.994 <br /> Satd.Flow(perm) 1770 1583 1836 0 0 1852 <br /> Link Speed(mph) 15 45 45 <br /> Link Distance(ft) 406 829 987 <br /> Travel Time(s) 18.5 12.6 15.0 <br /> Confl.Peds.(#/hr) <br /> Confl.Bikes(#/hr) <br /> Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Growth Factor 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 2% 3% 2% 2% 2% <br /> Bus Blockages(#/hr) 0 0 0 0 0 0 <br /> Parking (#/hr) <br /> Mid-Block Traffic(%) 0% 0% 0% <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 23 63 514 0 0 415 <br /> Sign Control Stop Free Free <br /> Intersection Summary <br /> Area Type: Other <br /> Control Type:Unsignalized <br /> Intersection Capacity Utilization 57.7% ICU Level of Service B <br /> Analysis Period(min)15 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolBuild-out(2025).syn <br /> Kimley-Horn Synchro 11 Report <br />