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HCM Unsignalized Intersection Capacity Analysis ~ ~~ <br />6: SECU Driveway #1 & Old 86 1212 3 <br /> <br />Movement EBL EBR NBL NBT SBT SBR <br />Lane Configurations ~ } '~ <br />Sign Control Stop Free Free <br />Grade 0% 0% 0% <br />Volume (veh/h) 0 24 0 478 521 22 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 . <br />Hourly flow rate (veh/h) 0 27 0 531 579 24 <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) 259 <br />pX, platoon unblocked 0.73 0.73 0.73 <br />vC, conflicting volume 1122 591 603 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 1168 440 456 <br />tC, single (s) 6.4 6.2 4.1 <br />tC, 2 stage (s) <br />tF (s) 3.5 3.3 2.2 <br />p0 queue free % 100 94 100 <br />cM capacity (veh/h) 156 450 806 <br />Direction, Lane # EB 1 NB 1 SB 1 <br />Volume Total 27 531 603 <br />Volume Left 0 0 0 <br />Volume Right 27 0 24 <br />cSH 450 1700 1700 <br />Volume to Capacity 0.06 0.31 0.35 <br />Queue Length (ft) 5- 0 _0 _ __ _ _ _ -_ _ ._ _ <br />Control Delay (s) 13.5 ~ _ <br />0.0 0.0- _ <br />Lane LOS B <br />Approach Delay (s) 13.5 0.0 0.0 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 0.3 <br />Intersection Capacity Utilization 41.9% ICU Level of Service A <br />SECU Expansion -Hillsborough 11/21/2003 Future (2003) PM Peak Hour Synchro 5 Report <br />With One Additional Window Page 1 <br />RAMEYKRALE-ST51 <br />