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Lawrence Road Development Existing (2021YPM <br /> 4: US 70 & US 70A/Palmers Grove Road * I 07/13/2023 <br /> -1, --1. "t <br /> Lane Group ABL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations +' +T+ T. T. <br /> Traffic Volume(vph) 4 13 0 16 6 7 148 606 33 7 355 6 <br /> Future Volume(vph) 4 13 0 16 6 7 148 606 33 7 355 6 <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 1761 0 0 1622 0 1727 1785 0 1770 1774 0 <br /> Flt Permitted 0.988 0.973 0.950 0.950 <br /> Satd.Flow(perm) 0 1761 0 0 1622 0 1727 1785 0 1770 1774 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 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 8% 3% 6% 17% 14% 4% 5% 6% 2% 7% 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 17 0 0 29 0 151 652 0 7 368 0 <br /> Sign Control Stop Free Free <br /> Intersection Summary <br /> Area Type: Other NV <br /> Control Type:Unsignalized <br /> Intersection Capacity Utilization 50.6% ICU Level of Service A <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 />