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HCM Unsignalized Intersection Capacity Analysis Timing Plan: PM PEAK <br />5: S Valley Trails Dr 10/17/2023 <br />3200 Hopyard Rd: Buildout plus Project PM Synchro 11 Report <br />Page 5 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />Traffic Volume (veh/h) 210 0 24 270 0 6 <br />Future Volume (Veh/h) 210 0 24 270 0 6 <br />Sign Control Free Free Stop <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) 233 0 27 300 0 7 <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) 231 <br />pX, platoon unblocked <br />vC, conflicting volume 233 587 233 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 233 587 233 <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 % 98 100 99 <br />cM capacity (veh/h) 1335 463 806 <br />Direction, Lane # EB 1 WB 1 NB 1 <br />Volume Total 233 327 7 <br />Volume Left 0 27 0 <br />Volume Right 0 0 7 <br />cSH 1700 1335 806 <br />Volume to Capacity 0.14 0.02 0.01 <br />Queue Length 95th (ft) 0 2 1 <br />Control Delay (s) 0.0 0.8 9.5 <br />Lane LOS A A <br />Approach Delay (s) 0.0 0.8 9.5 <br />Approach LOS A <br />Intersection Summary <br />Average Delay 0.6 <br />Intersection Capacity Utilization 39.9% ICU Level of Service A <br />Analysis Period (min) 15