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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08 -02- ,1999, <br />Kimley -Horn & Associates bl <br />------------------ - - - - -- - - - - - -- - - - - - -- <br />Streets: (E -W) I -40 E Ramp (N -S) Old NC 86 <br />Analyst.: JMC - File Name: 8640EP5I.HC9 <br />Area Type: Other 8 -2 -99 PM Peak <br />Comment: 2005 with Improvements <br />Eastbound Westbound Northbound Southbound <br />L T R I 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 />Red 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 />88 <br />30 <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 />2 <br />0', <br />(YIN) <br />N <br />3 <br />Right <br />0' <br />3.00 <br />3.00 <br />cation <br />1 2 <br />0 0 0 <br />0 <br />Signal. Operatic <br />3 4 <br />0 1 < <br />0 <br />341 <br />29 <br />0'.90 <br />0.90 <br />12.0 <br />0.90 <br />0 <br />12.0 <br />2 <br />2 <br />N N <br />0 <br />0 <br />2 <br />0 <br />(YIN) N <br />N <br />3 <br />Right <br />0 <br />3.00 <br />3.00 <br />ins <br />(YIN) <br />5 <br />Peds <br />2 <br />1 <br />0 <br />933 <br />335 <br />NB Left <br />0.90 <br />0.90 <br />Thru <br />12.0 <br />12.0 <br />0 <br />2 <br />2 <br />* <br />N <br />N <br />Right <br />0 <br />Peds <br />0 <br />(YIN) <br />N <br />Peds <br />3 <br />3 <br />WB Left <br />0 <br />3.00 <br />3.00 <br />6 <br />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 38.OA <br />27.OA <br />Yellow /AR <br />6.0 <br />Yellow /AR 6.0 <br />6.0 <br />Cycle Length: <br />90 secs <br />Phase <br />combination <br />order: #1.#5 <br />#6 <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 />EB L <br />197 <br />1770 <br />0.498 <br />0.111 26.0 <br />D <br />25.4 D <br />R <br />176 <br />1583 <br />0.188 <br />0.111 23.5 <br />C <br />NB TR <br />552 <br />1657 <br />0.744 <br />0.333 20.9 <br />C <br />20.9 C <br />SB L <br />1612 <br />3539 <br />0.662 <br />0.456 13.1 <br />B <br />10.0 B <br />T <br />1532 <br />1863 <br />0.243 <br />0.822 1.2 <br />A <br />Intersection <br />Delay = <br />13.3 sec /veh Intersection <br />LOS = B <br />Lost Time /Cycle, L <br />----------------------------------------------------------------- <br />= 9.0 <br />sec Critical <br />v /c(x) = <br />0.672 <br />- - - - -- <br />