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West Orange Site Build AM <br />9: I-40 WB Service Road & RI/RO Site Drwy 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build AM.syn Synchro 10 Report <br />Kimley-Horn Page 20 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 0 0 212 32 0 109 <br />Future Volume (Veh/h) 0 0 212 32 0 109 <br />Sign Control Free Free Yield <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)0 0 236 36 0 121 <br />Pedestrians <br />Lane Width (ft) <br />Walking Speed (ft/s) <br />Percent Blockage <br />Right turn flare (veh) <br />Median type None None <br />Median storage veh) <br />Upstream signal (ft)567 <br />pX, platoon unblocked <br />vC, conflicting volume 236 236 236 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 236 236 236 <br />tC, single (s)4.1 6.4 6.2 <br />tC, 2 stage (s) <br />tF (s)2.2 3.5 3.3 <br />p0 queue free %100 100 85 <br />cM capacity (veh/h)1331 757 808 <br />Direction, Lane #WB 1 WB 2 SB 1 <br />Volume Total 236 36 121 <br />Volume Left 0 0 0 <br />Volume Right 0 36 121 <br />cSH 1700 1700 808 <br />Volume to Capacity 0.14 0.02 0.15 <br />Queue Length 95th (ft) 0 0 13 <br />Control Delay (s)0.0 0.0 10.2 <br />Lane LOS B <br />Approach Delay (s)0.0 10.2 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 3.2 <br />Intersection Capacity Utilization 24.6% ICU Level of Service A <br />Analysis Period (min)15 <br />324