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Lawrence Road Development Build-out(202iffAM <br /> 6: Site Driveway& US 70A 07/13/2023 <br /> Lane Group EBT EBR WBL WBT NBL NBR <br /> Lane Configurations '+ +' Vii r <br /> Traffic Volume(vph) 215 4 23 289 4 12 <br /> Future Volume(vph) 215 4 23 289 4 12 <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) 0 150 150 0 <br /> Storage Lanes 0 0 1 1 <br /> Taper Length(ft) 100 100 <br /> Satd.Flow(prot) 1824 0 0 1760 1770 1583 <br /> Flt Permitted 0.996 0.950 <br /> Satd.Flow(perm) 1824 0 0 1760 1770 1583 <br /> Link Speed(mph) 40 40 15 <br /> Link Distance(ft) 1447 3420 495 <br /> Travel Time(s) 24.7 58.3 22.5 <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(%) 4% 2% 2% 8% 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) 243 0 0 347 4 13 <br /> Sign Control Free Free Stop <br /> Intersection Summary <br /> Area Type: Other <br /> Control Type:Unsignalized <br /> Intersection Capacity Utilization 41.4% ICU Level of Service A <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 />