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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08 -31 -1999 bG <br />Kimley -Horn & Associates <br />Streets: (E -W) I -85 NB (N -S) Old NC 86 <br />Analyst: JMC File Name: 85N86AMI.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 PK15I <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 />1 <br />0 1 <br />122 <br />141 <br />0.90 <br />0.90 <br />12.0 <br />12.0 <br />Right <br />0 <br />2 <br />2 <br />N <br />N <br />0 <br />2 <br />0 <br />(YIN) <br />N <br />3 <br />3' <br />0 <br />3.00 <br />3.00 <br />cation <br />1 2 <br />N <br />* <br />0 0 0 <br />0 <br />Signal Operatil <br />3 4 <br />NB <br />0 1 1 <br />535 600 <br />0'.90 0.90 <br />12.0 12.0 <br />0 <br />2 2 <br />N N <br />0 <br />0 <br />(YIN) N <br />3 31 <br />0I <br />3.0.0 3.00 <br />ins <br />5 <br />Left <br />1 <br />2 <br />0 <br />264 <br />1261 <br />Thru <br />0.90 <br />0.90 <br />Right <br />12.0 <br />12.0 <br />0 <br />2 <br />2 <br />N <br />N <br />Peds <br />0 <br />WE Left <br />0 <br />(YIN) <br />N <br />SB Left <br />3 <br />3 <br />Thru <br />0 <br />3.00 <br />3.00 <br />6 <br />7 <br />8 <br />EB Left <br />Thru <br />Thru <br />Right <br />* <br />Right <br />Peds <br />Peds <br />WE Left <br />SB Left <br />Thru <br />Thru <br />Right <br />Right <br />Peds <br />Peds <br />NB Right <br />* <br />EB Right <br />SB Right <br />WB Right <br />Green <br />12.OA <br />Green 14.OA <br />76.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 />----------------------------------------------------------------------- <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 />- - - -- <br />EB L <br />- - -- <br />221 <br />- - - - - -- <br />1770 <br />- - - -- <br />0.615 <br />0.125 35.7 <br />D <br />41.2 E <br />R <br />198 <br />1583 <br />0.793 <br />0.125 46.0 <br />E <br />NB T <br />1226 <br />1863 <br />0.484 <br />0.658 6.9 <br />B <br />4.7 A <br />R <br />1280 <br />1583 <br />0.521 <br />0.808 2.8 <br />A <br />SB L <br />370 <br />1770 <br />0.792 <br />0.825 24.2 <br />C <br />5.7 B <br />T <br />3074 <br />3725 <br />0.479 <br />0.825 2.1 <br />A <br />Intersection <br />Delay = <br />8.5 sec /veh Intersection LOS = B <br />Lost Time /Cycle, <br />L <br />= 6.0 <br />sec Critical v /c(x) = <br />0.593 <br />