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' 3 <br />` HCM Unsignalized Intersection Capacity Analysis ~ ~~ <br />6: SECU Driveway #1 & Old 86 12/23 <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 11 0 452 572 12 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Hourly flaw rate (veh/h) 0 12 0 502 636 13 <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 0.74 0.74 0.74 <br />vC, conflicting volume 1144 642 649 <br />vC 1, stage 1 conf vol <br />vC2, stage 2 conf vol -- <br />vCu, unblocked vol 1194 520 529 <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 97 100 <br />cM capacity (veh/h) 154 414 773 <br />Direction, Lane # EB 1 NB 1 SB 1 <br />Volume Total 12 502 649 <br />Volume Left 0 0 0 <br />Volume Right 12 0 13 <br />cSH 414 1700 1700 <br />Volume to Capacity 0.03 ~ 0.30 0.38 <br />Queue Length (ft) 2 0 0 - <br /> <br />Control Delay (s) <br />14.0 <br />0.0 <br />0.0 .._._ -. <br />Lane LOS B <br />Approach Delay (s} 14.0 0.0 0.0 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 0.1 <br />Intersection Capacity Utilization 44.3% ~ ICU Level of Service A <br />SECU Expansion -Hillsborough 11/21/2003 Future (2003) AM Peak Hour Synchro 5 Report <br />With One Additional Window Page 1 <br />RAMEYKRALE-ST51 <br />