Orange County NC Website
Browse       Search
Lawrence Road Development Existing (2021'fAM <br /> 4: US 70 & US 70A/Palmers Grove Road * I 07/13/2023 <br /> -1, --1. "t <br /> Lane Group J- EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +' +T+ T. T. <br /> Traffic Volume(vph) 4 6 0 20 9 6 132 300 7 4 682 4 <br /> Future Volume(vph) 4 6 0 20 9 6 132 300 7 4 682 4 <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% 1% 0% <br /> Storage Length(ft) 0 0 0 0 100 0 125 0 <br /> Storage Lanes 0 0 0 0 1 0 1 0 <br /> Taper Length(ft) 25 25 100 100 <br /> Satd.Flow(prot) 0 1673 0 0 1702 0 1727 1710 0 1357 1823 0 <br /> Flt Permitted 0.982 0.973 0.950 0.950 <br /> Satd.Flow(perm) 0 1673 0 0 1702 0 1727 1710 0 1357 1823 0 <br /> Link Speed(mph) 40 45 55 55 <br /> Link Distance(ft) 169 625 400 6210 <br /> Travel Time(s) 2.9 9.5 5.0 77.0 <br /> Confl.Peds.(#/hr) <br /> Confl.Bikes(#/hr) <br /> Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 17% 4% 5% 11% 2% 4% 10% 14% 33% 4% 25% <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 11 0 0 39 0 147 341 0 4 762 0 <br /> Sign Control Stop Free Free <br /> Intersection Summary <br /> Area Type: Other WF <br /> Control Type:Unsignalized <br /> Intersection Capacity Utilization 56.8% ICU Level of Service B <br /> Analysis Period(min)15 <br /> K:1RAL_TPT01_Traffic1014251006 RTP High SchoollT8-Recreation Only RevisionlT4-AnalysislSynchrolExisting(2022).syn <br /> Kimley-Horn Synchro 11 Report <br />