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HCM Unsignalized Intersection Capacity Analysis ~ ~ ~ <br />8: Oakdale Road &SECU Driveway #2 12/ <br /> <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations '~ ~' ~j'f <br />Sign Control Free Free Stop <br />Grade 0% 0% 0% <br />Volume (veh/h) 211 2 62 134 6 36 - <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Hourly flow rate (veh/h) 234 2 69 149 7 40 <br />Pedestrians <br />Lane W idth (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) 274 <br />pX, platoon unblocked 0.99 <br />vC, conflicting volume 237 522 236 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vo! <br />vCu, unblocked vol 237 520 236 <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 % 95 99 95 <br />cM capacity (veh/h) 1330 487 803 <br />Direction, Lane # EB 1 WB 1 NB 1 <br />Volume Total 237 218 47 <br />Volume Left 0. 69 7 <br />Volume Right 2 0 40 <br />cSH 1700 1330 735 ' <br />Volume to Capacity 0.14 0.05 0.06 <br />Queue Length (ft) 0 4 5 - ~ <br />- <br />Control Delay (s) 0.0 2.8 10.2 _ <br />- - <br />Lane LOS A B <br />Approach Delay (s) 0.0 2.8 10.2 <br />Approach LOS B <br />Intersection Summary <br />Average Delay 2.2 <br />.intersection Capacity Utilization 37.5% 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 />