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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08 -25 -1999 53 <br />Kimley -Horn & Associates <br />--- - - - - -- ------------ - - - - -- ------------------ -_____ <br />Streets: (E -W) Cardinal Drive (N -S) Old NC 86 <br />Analyst: JMC File Name: 86CDAME.HC9 <br />Area Type: Other 8 -25 -99 AM Peak <br />Comment: Existing Conditions <br />Eastbound Westbound Northbound Southbound <br />L T R L T R L T R L T R <br />No. Lanes <br />Volumes <br />PHF or PK15 <br />Lane W (ft)'i <br />Grade <br />0 <br />Heavy Veh <br />Parking <br />Bus Stops <br />Con. Peds <br />Ped Button <br />Arr Type. <br />RTOR Vols <br />Lost Time <br />Prop. Share <br />Prop. Prot. <br />Phase Combir <br />1 <br />0 1 <br />124 <br />17 <br />0.90 <br />0.90 <br />12.0 <br />12.0 <br />0 <br />0 <br />2 <br />2 <br />N <br />N <br />0 <br />Right <br />0 <br />(YIN) <br />N <br />3 <br />.3 <br />0 <br />3.00 <br />3.00 <br />iat ion <br />1 2 <br />0 0 0 <br />0 <br />Signal Operatic <br />3 4 <br />1 <br />1 0 <br />12 <br />653 <br />0.90 <br />0'.90 <br />12.0 <br />12.0 <br />0 <br />0 <br />2 <br />2 <br />N <br />N <br />0 <br />Right <br />0 <br />(YIN) <br />N <br />.: 3 <br />3 <br />0 <br />3.00 <br />3.00 <br />,ns <br />8 <br />5 <br />0 1 <br />< 0 <br />589 <br />61 <br />0.90 <br />0.90 <br />12.0 <br />0 <br />2 <br />2 <br />N N <br />Thru <br />0 <br />Right <br />0 <br />(YIN) N <br />3 <br />Right <br />0 <br />3.00 <br />3.00. <br />6 7 <br />8 <br />EB Left <br />* <br />NB Left <br />Thru <br />Thru <br />Right <br />* <br />Right <br />Peds <br />Peds <br />WB Left <br />SB Left <br />Thru <br />Thru <br />Right <br />Right <br />Peds <br />Peds <br />NB Right <br />EB Right <br />SB Right <br />WB Right <br />Green <br />11.0A <br />Green 7.OA <br />84.OA <br />Yellow /AR <br />6.0 <br />Yellow /AR 6.0 <br />6.0 <br />Cycle Length: <br />120 secs <br />Phase combination order: #1 #5 <br />#6 <br />Intersection Performance Summary <br />Lane Group: <br />Adj Sat <br />v/c <br />g/C <br />Approach: <br />Mvmts <br />Cap <br />Flow <br />Ratio <br />Ratio Delay <br />LOS <br />Delay LOS <br />EB L <br />206 <br />1770 <br />0.668 <br />0.117 38.3 <br />D <br />36.5 D <br />R <br />356 <br />1583 <br />0.053 <br />0.225 23.6 <br />C <br />NB L <br />291 <br />1770 <br />0.045 <br />0.833 1.7 <br />A <br />1.9 A <br />T <br />1552 <br />1863 <br />0.468 <br />0.833 1.9 <br />A <br />SB TR <br />1198 <br />1653 <br />0.603 <br />0.725 5.8 <br />B <br />5.8 B <br />Intersection <br />Delay = <br />7.0 sec /veh Intersection LOS = B <br />Lost Time /Cycle, <br />----------------------------------------------------------------- <br />L <br />= 9.0 <br />sec Critical v /c(x) = <br />0.565 <br />- - - - -- <br />