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West Orange Site Build PM <br />35: Mt. Willing Road & Site Driveway 07/24/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T8 - Phase 2 TIA\T4 - Analysis\Synchro\Build PM.syn Synchro 10 Report <br />Kimley-Horn Page 27 <br />Lane Group WBL WBR NBT NBR SBL SBT <br />Lane Configurations <br />Traffic Volume (vph)69 8 699 69 8 295 <br />Future Volume (vph)69 8 699 69 8 295 <br />Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 <br />Satd. Flow (prot)1770 1583 1840 0 0 1861 <br />Flt Permitted 0.950 0.999 <br />Satd. Flow (perm)1770 1583 1840 0 0 1861 <br />Link Speed (mph)25 45 45 <br />Link Distance (ft)657 625 1235 <br />Travel Time (s)17.9 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)77 9 854 0 0 337 <br />Sign Control Stop Free Free <br />Intersection Summary <br />Area Type:Other <br />Control Type: Unsignalized <br />Intersection Capacity Utilization 51.5%ICU Level of Service A <br />Analysis Period (min) 15 <br />623