Orange County NC Website
West Orange Site Build AM <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 AM.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 0 542 258 0 172 <br />Future Volume (vph)0 0 542 258 0 172 <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 3369 0 0 1644 <br />Flt Permitted <br />Satd. Flow (perm)0 0 3369 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 0 889 0 0 191 <br />Sign Control Free Free Stop <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 40.6%ICU Level of Service A <br />Analysis Period (min) 15 <br />321