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69 <br /> White Cross Retail Existing AM <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) 829 63 23 256 36 77 <br /> Future Volume(vph) 829 63 23 256 36 77 <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) 1827 0 1656 1863 1606 0 <br /> Flt Permitted 0.950 0.984 <br /> Satd. Flow(perm) 1827 0 1656 1863 1606 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 /> Confl. Bikes(#/hr) 1 <br /> Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br /> Heavy Vehicles(%) 3% 2% 9% 2% 3% 7% <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 991 0 26 284 126 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 60.8% ICU Level of Service B <br /> Analysis Period(min) 15 <br /> K:1DUR_LDEV1White Cross Retail\T4-Analysis\Synchrol1 -Existing AM.syn <br /> Kimley-Horn Synchro 11 Report <br />