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West Orange Site Phase 1 - Build PM - Trip Gen. Adjust. <br />9: I-40 WB Service Road & RI/RO Site Drwy 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 1\Analysis\Synchro\Phase1-Build PM-TripGenAdjust.synSynchro 10 Report <br />Kimley-Horn Page 20 <br />Movement EBL EBT WBT WBR SBL SBR <br />Lane Configurations <br />Traffic Volume (veh/h)0 0 749 48 0 170 <br />Future Volume (Veh/h)0 0 749 48 0 170 <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 0 832 53 0 189 <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 832 832 832 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 832 832 832 <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 49 <br />cM capacity (veh/h)801 342 372 <br />Direction, Lane #WB 1 WB 2 SB 1 <br />Volume Total 832 53 189 <br />Volume Left 0 0 0 <br />Volume Right 0 53 189 <br />cSH 1700 1700 372 <br />Volume to Capacity 0.49 0.03 0.51 <br />Queue Length 95th (ft)0 0 69 <br />Control Delay (s)0.0 0.0 24.3 <br />Lane LOS C <br />Approach Delay (s)0.0 24.3 <br />Approach LOS C <br />Intersection Summary <br />Average Delay 4.3 <br />Intersection Capacity Utilization 56.6%ICU Level of Service B <br />Analysis Period (min)15 <br />816