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West Orange Site Existing AM <br />4: Mt. Willing Road & I-40 EB Exit Ramp/I-40 EB Service 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 8 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)50 4 12 0 0 0 0 82 128 595 137 0 <br />Future Volume (vph) 50 4 12 0 0 0 0 82 128 595 137 0 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 135 0 0 0 80 225 0 <br />Storage Lanes 0 1 0 0 0 1 1 0 <br />Taper Length (ft)100 25 25 75 <br />Satd. Flow (prot)0 1779 1583 0 0 0 0 1863 1583 1770 1863 0 <br />Flt Permitted 0.955 0.950 <br />Satd. Flow (perm)0 1779 1583 0 0 0 0 1863 1583 1770 1863 0 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)720 904 394 655 <br />Travel Time (s)9.8 12.3 6.0 9.9 <br />Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 0 59 13 0 0 0 0 90 141 654 151 0 <br />Enter Blocked Intersection No No No No No No No No No No No No <br />Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right <br />Median Width(ft)0 0 12 12 <br />Link Offset(ft)0 0 0 0 <br />Crosswalk Width(ft)16 16 16 16 <br />Two way Left Turn Lane Yes <br />Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Turning Speed (mph) 15 15 15 9 15 20 15 9 <br />Sign Control Stop Stop Free Free <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 54.2%ICU Level of Service A <br />Analysis Period (min) 15 <br />227