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West Orange Site Existing AM <br />7: US-70/I-40 Connector Road & Ben Johnston Road 04/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing AM.syn Synchro 10 Report <br />Kimley-Horn Page 17 <br />Lane Group WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Volume (vph)93 5 308 196 4 349 <br />Future Volume (vph) 93 5 308 196 4 349 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 0 0 140 <br />Storage Lanes 1 0 0 1 <br />Taper Length (ft)25 300 <br />Satd. Flow (prot)1766 0 3334 0 1770 3539 <br />Flt Permitted 0.955 0.950 <br />Satd. Flow (perm)1766 0 3334 0 1770 3539 <br />Link Speed (mph)45 45 45 <br />Link Distance (ft)839 455 816 <br />Travel Time (s)12.7 6.9 12.4 <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) 109 0 560 0 4 388 <br />Enter Blocked Intersection No No No No No No <br />Lane Alignment Left Right Left Right Left Left <br />Median Width(ft)12 18 18 <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) 15 9 9 15 <br />Sign Control Stop Free Free <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 26.9%ICU Level of Service A <br />Analysis Period (min) 15 <br />233