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West Orange Site Build Saturday <br />2: Mt. Willing Road & Forrest Avenue 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build Saturday.syn <br />Kimley-Horn Synchro 10 Report <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h) 5 255 49 4 201 53 <br />Future Volume (Veh/h) 5 255 49 4 201 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)6 283 54 4 223 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 505 0 762 476 0 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 505 0 762 476 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 74 74 99 86 <br />cM capacity (veh/h)405 1085 210 421 1623 <br />Direction, Lane #EB 1 WB 1 NB 1 <br />Volume Total 289 58 282 <br />Volume Left 0 54 223 <br />Volume Right 283 0 59 <br />cSH 1048 218 1623 <br />Volume to Capacity 0.28 0.27 0.14 <br />Queue Length 95th (ft) 28 26 12 <br />Control Delay (s)9.7 27.4 6.2 <br />Lane LOS A D A <br />Approach Delay (s)9.7 27.4 6.2 <br />Approach LOS A D <br />Intersection Summary <br />Average Delay 9.8 <br />Intersection Capacity Utilization 43.7% ICU Level of Service A <br />Analysis Period (min)15 <br />346