Orange County NC Website
Browse       Search
West Orange Site Build PM <br />8: I-40 WB Service Road & RI/RO Site Drwy 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build PM.syn Synchro 10 Report <br />Kimley-Horn Page 16 <br />Lane Group EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph)0 0 1071 352 0 244 <br />Future Volume (vph)0 0 1071 352 0 244 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 265 0 0 <br />Storage Lanes 0 0 0 1 <br />Taper Length (ft)25 25 <br />Satd. Flow (prot)0 0 3408 0 0 1644 <br />Flt Permitted <br />Satd. Flow (perm)0 0 3408 0 0 1644 <br />Link Speed (mph)50 50 30 <br />Link Distance (ft)273 752 411 <br />Travel Time (s)3.7 10.3 9.3 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Heavy Vehicles (%)2% 2% 2% 2% 0% 0% <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 0 0 1581 0 0 271 <br />Enter Blocked Intersection No No No No No No <br />Lane Alignment Left Left Left Right Left L NA <br />Median Width(ft)0 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 Free Free Stop <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 62.6%ICU Level of Service B <br />Analysis Period (min) 15 <br />339