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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08 -25 -1999 <br />Kimley -Horn & Associates <br />?3 <br />Streets: (E -W) Cardinal Drive (N -S) Old NC 86 <br />Analyst: JMC File Name: 86CDPM5I..HC9 <br />Area Type: Other 8 -25 -99 PM Peak <br />Comment: 2005 Conditions with Improvements <br />Eastbound Westbound Northbound Southbound <br />L T R L T R L . T R L T R <br />- - - - -- - - - -- - - -- - - -- - - -- - - -- <br />No. Lanes <br />Volumes <br />PHF or PK15 <br />Lane W (ft) <br />Grade <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 />94 <br />14 <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 />Oi <br />(YIN) <br />N <br />3 <br />3 <br />0 <br />3.00 <br />3.00 <br />Lation <br />1 2 <br />0 0 0 <br />0 <br />Signal Operatic <br />3 4 <br />l <br />2 0 <br />21 <br />1576 <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 />0 <br />(YIN) <br />N <br />.• 3 <br />3 <br />0 <br />3.00 <br />3.00 <br />ins <br />8 <br />Peds <br />5 <br />0 2 <br />< 0 <br />1239- <br />147 <br />0.90 <br />0.90 <br />12.0 <br />0 <br />2 <br />2 <br />N N <br />0 <br />0 <br />(YIN) N <br />Right <br />3 <br />0 <br />3.00 <br />3.00 <br />6 7 <br />8 <br />EB <br />Left <br />* <br />NB Left <br />Thru <br />Thru <br />Right <br />* <br />Right <br />Peds <br />Peds <br />WB <br />Left <br />SB Left <br />Thru <br />Thru <br />Right <br />Right <br />Peds <br />Peds <br />NB <br />Right <br />EB Right <br />SB <br />Right <br />WB Right <br />Green <br />7.OA <br />Green 7.OA <br />88.OA <br />Yellow <br />/AR <br />6.0 <br />Yellow /AR 6.0 <br />6.0 <br />Cycle <br />Length: 120 secs <br />Phase <br />combination order: #1 #5 <br />#6 <br />Intersection Performance Summary <br />Lane <br />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 <br />L <br />147 <br />1770 <br />0.705 <br />0.083 44.0 <br />E <br />41.6 E <br />R <br />303 <br />1583 <br />0.053 <br />0.192 25.6 <br />D <br />NB <br />L <br />281 <br />1770 <br />0.082 <br />0.867 2.4 <br />A <br />1.6 A <br />T <br />3229 <br />3725 <br />0.570 <br />0.867 1.5 <br />A <br />SB <br />TR <br />2780 <br />3666 <br />0.582 <br />0.758 4.3 <br />A <br />4.3 A <br />Intersection <br />Delay <br />= <br />4.1 sec /veh Intersection <br />LOS = A <br />Lost <br />----------------------------------------------------------------- <br />Time /Cycle, L <br />= 6.0 sec <br />Critical v /c(x) = <br />0.581 <br />- - - - -- <br />