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85 <br /> White Cross Retail Build PM <br /> 2: White Cross Road & Site Driveway II 1111012022 <br /> t t <br /> Lane Group EBL EBR NBL NBT SBT SBR <br /> Lane Configurations Y 4 t r* <br /> Traffic Volume(vph) 38 4 4 94 142 37 <br /> Future Volume(vph) 38 4 4 94 142 37 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 <br /> Storage Length(ft) 0 0 0 100 <br /> Storage Lanes 1 0 0 1 <br /> Taper Length(ft) 25 25 <br /> Satd. Flow(prot) 1759 0 0 1859 1863 1583 <br /> Flt Permitted 0.956 0.998 <br /> Satd. Flow(perm) 1759 0 0 1859 1863 1583 <br /> Link Speed(mph) 15 50 50 <br /> Link Distance(ft) 255 1122 322 <br /> Travel Time(s) 11.6 15.3 4.4 <br /> Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 46 0 0 108 158 41 <br /> Enter Blocked Intersection No No No No No No <br /> Lane Alignment Left Right Left Left Left Right <br /> Median Width(ft) 12 0 0 <br /> Link Offset(ft) 0 0 0 <br /> Crosswalk Width(ft) 16 16 16 <br /> Two way Left Turn Lane <br /> Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Turning Speed(mph) 15 9 15 9 <br /> Sign Control Stop Free Free <br /> Intersection Summary <br /> Area Type: Other <br /> Control Type: Unsignalized <br /> Intersection Capacity Utilization 18.2% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> K:1DUR_LDEV1White Cross Retail\T4-AnalysislSynchrol6-Build PM.syn <br /> Kimley-Horn Synchro 11 Report <br />