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West Orange Site - Addendum #2 Phase 1 - Build PM - Site Drwy. Shift <br />7: US-70/I-40 Connector Road & Ben Johnston Road 09/14/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 2 - Site Drwy Shift\Phase 1\Synchro\Phase1-Build PM-SiteDrwyShift.syn <br />Kimley-Horn Page 5 <br />Lane Group WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Volume (vph)0 170 854 71 0 918 <br />Future Volume (vph)0 170 854 71 0 918 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)200 0 0 0 <br />Storage Lanes 0 1 0 0 <br />Taper Length (ft)100 300 <br />Satd. Flow (prot)0 1611 3497 0 0 3539 <br />Flt Permitted <br />Satd. Flow (perm)0 1611 3497 0 0 3539 <br />Link Speed (mph)45 45 45 <br />Link Distance (ft)839 455 410 <br />Travel Time (s)12.7 6.9 6.2 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph)0 189 1028 0 0 1020 <br />Sign Control Stop Free Free <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 43.1%ICU Level of Service A <br />Analysis Period (min) 15 <br />987