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HCM Unsignalized Intersection Capacity Analysis ~ -3~ . <br />8. Oakdale Road &SECU Driveway #2 12/232 <br /> -- ~t ~ r-- ~ /~ <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations '~ a' ~ <br />Sign Control Free Free Stop <br />Grade 0% 0% 0% <br />Volume (veh/h) 151 0 116 190 10 109 <br />Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 <br />Hourly flow rate (veh/h) 168 0 129 211 11 121 <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 1.00 <br />vC, conflicting volume 168 637 168 <br />vC1, stage 1 conf vol <br />vC2, stage 2 conf vol <br />vCu, unblocked vol 168 635 168 <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 % 91 97 86 <br />cM capacity (veh/h) 1410 400 876 <br />Direction, Lane # EB 1 WB 1 NB 1 <br />Volume Total 168 340 132 <br />Volume Left 0 129 11 <br />Volume Right 0 0 121 <br />cSH 1700 1410 797 <br />Volume to Capacity 0.10 0.09 0.17 ' <br />Queue Length (ft) D ~ 8 15 =- - <br />Control Delay (s) 0.0 3.5 10.4 = <br />Lane LOS A B <br />Approach Delay (s) .0.0 3.5 10.4 <br />Approach LOS B <br />Intersection Summary _ _ <br />Average Delay 4.0 <br />Intersection Capacity U tilization 45.2% 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 />RAM EYKRALE-ST51 <br />