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71 <br /> White Cross Retail Existing PM <br /> 1: White Cross Road & NC 54 1111012022 <br /> --I- 4--- <br /> Lane Group EBT EBR WBL WBT NBL NBR <br /> Lane Configurations 1� t <br /> Traffic Volume(vph) 291 51 88 773 58 34 <br /> Future Volume(vph) 291 51 88 773 58 34 <br /> Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 <br /> Storage Length(ft) 0 150 0 0 <br /> Storage Lanes 0 1 1 0 <br /> Taper Length(ft) 215 25 <br /> Satd. Flow(prot) 1790 0 1770 1863 1680 0 <br /> Flt Permitted 0.950 0.969 <br /> Satd. Flow(perm) � 1790 0 1770 1863 1680 0 <br /> Link Speed(mph) 55 55 50 <br /> Link Distance(ft) 2773 3259 322 <br /> Travel Time(s) 34.4 40.4 4.4 <br /> Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 <br /> Heavy Vehicles(%) 4% 4% 2% 2% 3% 6% <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 353 0 91 797 95 0 <br /> Enter Blocked Intersection No No No No No No <br /> Lane Alignment Left Right Left Left Left Right <br /> Median Width(ft) 12 12 12 <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) 9 15 15 9 <br /> Sign Control Free Free Stop <br /> Intersection Summary <br /> Area Type: Other <br /> Control Type: Unsignalized <br /> Intersection Capacity Utilization 52.6% ICU Level of Service A <br /> Analysis Period (min) 15 <br /> K:1DUR_LDEV1White Cross Retail\T4-AnalysislSynchrol2-Existing PM.syn <br /> Kimley-Horn Synchro 11 Report <br />