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Lawrence Road Development Build-out(202iffPM <br /> 1: Lawrence Road & US 70A * I 07/13/2023 <br /> -1, --1. "t <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +T+ +T+ +T+ +T+ <br /> Traffic Volume(vph) 134 186 173 55 138 17 151 310 41 17 145 69 <br /> Future Volume(vph) 134 186 173 55 138 17 151 310 41 17 145 69 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> Lane Width(ft) 12 12 12 12 12 12 12 12 12 12 12 12 <br /> Grade(%) 0% 0% 0% 0% <br /> Storage Length(ft) 0 0 0 0 0 0 0 0 <br /> Storage Lanes 0 0 0 0 0 0 0 0 <br /> Taper Length(ft) 25 25 25 25 <br /> Satd.Flow(prot) 0 1752 0 0 1795 0 0 1809 0 0 1770 0 <br /> Flt Permitted 0.987 0.987 0.985 0.996 <br /> Satd.Flow(perm) 0 1752 0 0 1795 0 0 1809 0 0 1770 0 <br /> Link Speed(mph) 40 40 45 45 <br /> Link Distance(ft) 6421 1447 987 3451 <br /> Travel Time(s) 109.4 24.7 15.0 52.3 <br /> Confl.Peds.(#/hr) <br /> Confl.Bikes(#/hr) <br /> Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 2-X6, 2% 2% 4% 2% 3% 2% 2% 2% 3% 2% <br /> Bus Blockages(#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Parking (#/hr) <br /> Mid-Block Traffic(%) 0% 0% 0% 0% <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 0 519 0 0 221 0 0 528 0 0 244 0 <br /> Sign Control Stop Stop Stop Stop <br /> Intersection Summary <br /> Area Type: Other <br /> Control Type:Unsignalized <br /> Intersection Capacity Utilization 87.4% ICU Level of Service E <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 />