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West Orange Site Phase 1 - Build PM - Trip Gen. Adjust. <br />2: Mt. Willing Road & Forrest Avenue 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 1\Analysis\Synchro\Phase1-Build PM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 3 <br />Lane Group EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (vph)4 233 54 4 522 102 <br />Future Volume (vph)4 233 54 4 522 102 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Satd. Flow (prot)1615 0 0 1779 1749 0 <br />Flt Permitted 0.955 0.960 <br />Satd. Flow (perm)1615 0 0 1779 1749 0 <br />Link Speed (mph)35 35 45 <br />Link Distance (ft)973 901 1860 <br />Travel Time (s)19.0 17.6 28.2 <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) 263 0 0 64 693 0 <br />Enter Blocked Intersection No No No No No No <br />Lane Alignment Left Right Left Left Left Right <br />Median Width(ft)0 0 12 <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)9 15 15 9 <br />Sign Control Stop Stop Free <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 63.1%ICU Level of Service B <br />Analysis Period (min) 15 <br />801