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West Orange Site - Addendum #1 Phase 2 - Build Saturday - Trip Gen. & Dist. Adjust. <br />2: Mt. Willing Road & Forrest Avenue 09/10/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T10 - Addendum 1 Rev - Trip Gen & Dist Adjustment\Phase 2\Synchro\Phase2-Build Sat-AdjustedTripGen&Dist.syn <br />Kimley-Horn Page 4 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h)5 263 49 4 207 53 <br />Future Volume (Veh/h)5 263 49 4 207 53 <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)6 292 54 4 230 59 <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 519 0 784 490 0 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 519 0 784 490 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 %98 73 73 99 86 <br />cM capacity (veh/h)396 1085 200 411 1623 <br />Direction, Lane #EB 1 WB 1 NB 1 <br />Volume Total 298 58 289 <br />Volume Left 0 54 230 <br />Volume Right 292 0 59 <br />cSH 1048 207 1623 <br />Volume to Capacity 0.28 0.28 0.14 <br />Queue Length 95th (ft)29 28 12 <br />Control Delay (s)9.8 29.0 6.3 <br />Lane LOS A D A <br />Approach Delay (s)9.8 29.0 6.3 <br />Approach LOS A D <br />Intersection Summary <br />Average Delay 9.9 <br />Intersection Capacity Utilization 44.6%ICU Level of Service A <br />Analysis Period (min)15 <br />905