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West Orange Site Existing AM <br />6: US-70/I-40 Connector Road & I-40 WB Service Road/I-40 WB Exit Ramp 04/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing AM.syn Synchro 10 Report <br />Kimley-Horn Page 14 <br />Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (vph)0 0 0 7 4 26 4 489 0 0 145 299 <br />Future Volume (vph)0 0 0 7 4 26 4 489 0 0 145 299 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br />Storage Length (ft)0 0 0 75 250 0 0 0 <br />Storage Lanes 0 0 0 1 1 0 0 1 <br />Taper Length (ft)25 25 100 25 <br />Satd. Flow (prot)0 0 0 0 1803 1583 1770 1863 0 0 1863 1583 <br />Flt Permitted 0.968 0.950 <br />Satd. Flow (perm)0 0 0 0 1803 1583 1770 1863 0 0 1863 1583 <br />Link Speed (mph)50 50 45 45 <br />Link Distance (ft)443 738 714 455 <br />Travel Time (s)6.0 10.1 10.8 6.9 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 <br />Shared Lane Traffic (%) <br />Lane Group Flow (vph) 0 0 0 0 12 29 4 543 0 0 161 332 <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 9 15 9 15 9 15 20 <br />Sign Control Stop Stop Free Free <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 41.0%ICU Level of Service A <br />Analysis Period (min) 15 <br />231