Orange County NC Website
Browse       Search
West Orange Site Build PM <br />2: Mt. Willing Road & Forrest Avenue 06/09/2020 <br />K:\DUR_LDEV\013284003 West Orange Site\T4 - Analysis\Synchro\Build 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) 4 232 54 4 520 102 <br />Future Volume (Veh/h) 4 232 54 4 520 102 <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)4 258 60 4 578 113 <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 1269 0 1472 1212 0 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1269 0 1472 1212 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 %96 76 0 97 64 <br />cM capacity (veh/h)108 1085 56 117 1623 <br />Direction, Lane #EB 1 WB 1 NB 1 <br />Volume Total 262 64 691 <br />Volume Left 0 60 578 <br />Volume Right 258 0 113 <br />cSH 954 58 1623 <br />Volume to Capacity 0.27 1.10 0.36 <br />Queue Length 95th (ft) 28 132 41 <br />Control Delay (s)10.2 265.6 7.6 <br />Lane LOS B F A <br />Approach Delay (s)10.2 265.6 7.6 <br />Approach LOS B F <br />Intersection Summary <br />Average Delay 24.5 <br />Intersection Capacity Utilization 62.9% ICU Level of Service B <br />Analysis Period (min)15 <br />328