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West Orange Site Build AM <br />9: 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 19 <br />Lane Group EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (vph)0 0 212 32 0 109 <br />Future Volume (vph)0 0 212 32 0 109 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 200 0 0 <br />Storage Lanes 0 1 0 1 <br />Taper Length (ft)25 25 <br />Satd. Flow (prot)0 0 1863 1583 0 1644 <br />Flt Permitted <br />Satd. Flow (perm)0 0 1863 1583 0 1644 <br />Link Speed (mph)50 50 30 <br />Link Distance (ft)567 557 601 <br />Travel Time (s)7.7 7.6 13.7 <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 0 236 36 0 121 <br />Sign Control Free Free Yield <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 24.6%ICU Level of Service A <br />Analysis Period (min) 15 <br />323