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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g. 08 -25 -1999, Sd <br />Kimley -Horn & Associates <br />Streets: (E -W) Cardinal Drive (N -S) Old NC 86 <br />Analyst: JMC File Name: 86CDPME.HC9 <br />Area Type: Other 8 -25 -99 PM 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) <br />Grade <br />o 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 Combi <br />l 0 <br />1 <br />79 <br />12 <br />0.90 <br />0.90 <br />12.0 <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 />3 <br />.O. <br />3.00 <br />3.00 <br />nation 1 <br />2 <br />0 0 0 <br />0 <br />Signal Operatic <br />3 1 4 <br />1 1 0 <br />18 677 <br />0.90 01.90 <br />12.012.0 <br />0 <br />2 2 <br />N N <br />0 <br />0 <br />(YIN) N <br />3 3 <br />3.00 3.00 <br />-------- - - - - -- <br />)ns <br />5 <br />U 1 < <br />0 <br />553 <br />123 <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) 14 <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 />7.OA <br />Green 7.OA <br />88.OA <br />Yellow /AR <br />6.0 <br />Yellow /AR 6.0 <br />6.0 <br />Cycle Length: <br />120 secs <br />Phase <br />combination order: #1 #5 <br />#6 <br />Intersection <br />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 />147 <br />1770 <br />0.597 <br />0.083 38.8 <br />D <br />37.1 D <br />R <br />303 <br />1583 <br />0.043 <br />0.192 25.5 <br />D <br />NB L <br />301 <br />1770 <br />0.066 <br />0.867 1.2 <br />A <br />1.3 A <br />T <br />1614 <br />1863 <br />0.466 <br />0.867 1.3 <br />A <br />SB TR <br />1237 <br />1631 <br />0.607 <br />0.758 4.8 <br />A <br />4.8 A <br />Intersection <br />Delay = <br />5.2 sec /veh Intersection <br />LOS = B <br />Lost Time /Cycle, <br />----------------------------------------------------------------- <br />L <br />= 9.0 <br />sec Critical v /c(x) = <br />0.564 <br />- - - - -- <br />