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West Orange Site - Addendum #1 Phase 2 - Build AM - Trip Gen. & Dist. Adjust. <br />10: Mt. Willing Road & Site Driveway 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 2\Synchro\Phase2-Build AM-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 20 <br />Lane Group WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Volume (vph)21 8 266 333 22 782 <br />Future Volume (vph)21 8 266 333 22 782 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 0 200 0 <br />Storage Lanes 1 1 1 0 <br />Taper Length (ft)25 25 <br />Satd. Flow (prot)1770 1583 1863 1583 0 1861 <br />Flt Permitted 0.950 0.999 <br />Satd. Flow (perm)1770 1583 1863 1583 0 1861 <br />Link Speed (mph)25 45 45 <br />Link Distance (ft)642 625 1235 <br />Travel Time (s)17.5 9.5 18.7 <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)23 9 296 370 0 893 <br />Sign Control Stop Free Free <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 69.7%ICU Level of Service C <br />Analysis Period (min) 15 <br />880