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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08 -30 -1999 Lg <br />Kimley -Horn & Associates <br />Streets: (E -W) I -85 SB (N -S) Old NC 86 <br />Analyst: JMC File Name: 85S86AMI.HC9 <br />Area Type: Other 8 -9 -99 AM Peak <br />Comment: 2005 <br />------------------------------------ <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 />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 Combii <br />0 0 0 <br />0 <br />iat ion 1 2 <br />2 <br />0 1 <br />510 <br />166 <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 />X3.00 <br />Signal <br />Operatic <br />3 <br />4 <br />1 <br />1 0 <br />91 <br />566 <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 />1 <br />1015 <br />55 <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 />0 <br />3.00 <br />'3.00 <br />6 7" <br />8 <br />EB Left <br />NB Left <br />Thru <br />Thru <br />Right <br />Right <br />Peds <br />Peds <br />WE Left <br />* <br />SB Left <br />Thru <br />Thru <br />Right <br />* <br />Right <br />Peds <br />Peds <br />NB Right <br />EB Right <br />SB Right <br />* <br />WE Right <br />Green <br />20.OA <br />Green 7.OA <br />75.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 <br />order: #1 #5 <br />#6 <br />----------------------------------------------.----------------------- <br />Intersection <br />Performance. <br />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 />WE L <br />678 <br />3539 <br />0.861 <br />0.192 38.0 <br />D <br />36.4 D <br />R <br />303 <br />1583 <br />0.606 <br />0.192 31.1 <br />D <br />NB L <br />210- <br />1770 <br />0.481 <br />0.758 20.5 <br />C <br />5.9 B <br />T <br />1413 <br />1863 <br />0.445 <br />0.758 3.6 <br />A <br />SB T <br />1211" <br />1863 <br />0.932 <br />0.650 21.3 <br />C <br />20.3 C <br />R <br />1372 <br />1583 <br />0.044 <br />0.867 0.7 <br />A <br />Intersection <br />Delay = <br />21.0 sec /veh Intersection <br />LOS = C <br />Lost Time /Cycle, L <br />----------------------------------------------------------------- <br />= 9.0 <br />sec Critical <br />v /c(x) = <br />0.895 <br />- - - - -- <br />