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West Orange Site Existing PM <br />2: Mt. Willing Road & Forrest Avenue 04/15/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Existing PM.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) 4 202 51 4 475 96 <br />Future Volume (Veh/h) 4 202 51 4 475 96 <br />Sign Control Stop Stop Free <br />Grade 0%0% 0% <br />Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 <br />Hourly flow rate (vph)4 220 55 4 516 104 <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 1136 0 1306 1084 0 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1136 0 1306 1084 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 %97 80 32 97 68 <br />cM capacity (veh/h)138 1085 81 148 1623 <br />Direction, Lane #EB 1 WB 1 NB 1 <br />Volume Total 224 59 620 <br />Volume Left 0 55 516 <br />Volume Right 220 0 104 <br />cSH 966 83 1623 <br />Volume to Capacity 0.23 0.71 0.32 <br />Queue Length 95th (ft) 22 86 35 <br />Control Delay (s)9.8 117.6 7.3 <br />Lane LOS A F A <br />Approach Delay (s)9.8 117.6 7.3 <br />Approach LOS A F <br />Intersection Summary <br />Average Delay 15.2 <br />Intersection Capacity Utilization 58.2% ICU Level of Service B <br />Analysis Period (min)15 <br />238