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Lawrence Road Development Existing (202! }PAM <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) 50 168 149 46 219 11 126 158 32 6 249 132 <br /> Future Volume(vph) 50 168 149 46 219 11 126 158 32 6 249 132 <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 1725 0 0 1730 0 0 1772 0 0 1775 0 <br /> Flt Permitted 0.993 0.992 0.980 0.999 <br /> Satd.Flow(perm) 0 1725 0 0 1730 0 0 1772 0 0 1775 0 <br /> Link Speed(mph) 40 40 45 45 <br /> Link Distance(ft) 6421 4866 932 3451 <br /> Travel Time(s) 109.4 82.9 14.1 52.3 <br /> Confl.Peds.(#/hr) <br /> Confl.Bikes(#/hr) <br /> Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 <br /> Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% <br /> Heavy Vehicles(%) 2% 5% 2% 7% 9% 2% 2% 5% 3% 2% 2% 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) 0 395 0 0 296 0 0 339 0 0 416 0 <br /> Sign Control Stop Stop Stop <br /> Intersection Summary <br /> Area Type: Other <br /> Control Type:Unsignalized <br /> Intersection Capacity Utilization 74.9% ICU Level of Service D <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 />