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West Orange Site Build AM <br />2: Mt. Willing Road & Forrest Avenue 07/24/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T8 - Phase 2 TIA\T4 - Analysis\Synchro\Build AM.syn Synchro 10 Report <br />Kimley-Horn Page 4 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h)4 655 96 4 196 57 <br />Future Volume (Veh/h)4 655 96 4 196 57 <br />Sign Control Stop Stop Free <br />Grade 0%0% 0% <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Hourly flow rate (vph)4 728 107 4 218 63 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type None <br />Median storage veh) <br />Upstream signal (ft) <br />pX, platoon unblocked <br />vC, conflicting volume 499 0 1198 468 0 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 499 0 1198 468 0 <br />tC, single (s)6.5 6.2 7.1 6.5 4.1 <br />tC, 2 stage (s) <br />tF (s)4.0 3.3 3.5 4.0 2.2 <br />p0 queue free %99 33 0 99 87 <br />cM capacity (veh/h)410 1085 48 427 1623 <br />Direction, Lane #EB 1 WB 1 NB 1 <br />Volume Total 732 111 281 <br />Volume Left 0 107 218 <br />Volume Right 728 0 63 <br />cSH 1075 49 1623 <br />Volume to Capacity 0.68 2.26 0.13 <br />Queue Length 95th (ft)141 285 12 <br />Control Delay (s)15.2 753.3 6.1 <br />Lane LOS C F A <br />Approach Delay (s)15.2 753.3 6.1 <br />Approach LOS C F <br />Intersection Summary <br />Average Delay 85.8 <br />Intersection Capacity Utilization 70.6%ICU Level of Service C <br />Analysis Period (min)15 <br />588