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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08-241!'*199.9 <br />Kimley-Horn & Associates <br />Streets: (E-W) Oakdale Drive (N-S) Old NC 86 <br />Analyst: JMC File Name: 86ODPM5I.HC9 <br />Area Type: Other 8-24-99 PM Peak <br />Comment: 2005 Conditionswith Improvements <br />Eastbound Westbound Northbound Southbound <br />L T R L T R L T R L T R <br />---- ----- ---- ---- ---- ---- I ---- ---- ---- I ---- ---- ----- <br />No. Lanes <br />Volumes <br />PHF or PK15 <br />Lane W (ft) <br />Grade <br />6 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 />0 > 1 < 0 <br />110 13 50 <br />0.90 0.90 0.90 <br />12.0 <br />0 <br />2 2 2 <br />N N <br />0 <br />0 <br />(YIN) N <br />3 <br />b <br />3.00 3.00 3.00 <br />---------------- <br />ation 1 2 <br />0 > <br />I < <br />0 <br />11 <br />11 <br />36 <br />0.90 <br />0.90 <br />0.90 <br />12.0 <br />12.0 <br />0 <br />Thru <br />2 <br />2 <br />2 <br />N <br />N <br />0 <br />0 <br />(YIN) <br />N - <br />3 <br />3 <br />Peds <br />0 <br />3.00 <br />3.00 �.3.00 <br />--------------- <br />Signal.Operatic <br />--------------- <br />)ns <br />7 <br />3 <br />4 <br />5 <br />1 <br />2 < <br />0 <br />85 <br />1430 <br />2 <br />0.90 <br />0.90 <br />0.90 <br />12.0 <br />12.0 <br />0 <br />Thru <br />2 <br />2 <br />2 <br />N <br />N <br />0 <br />0 <br />(YIN) <br />N <br />3 <br />3 <br />Peds <br />0 <br />3.00 <br />3.00 <br />3.00 <br />--------------- <br />)ns <br />7 <br />8 <br />5 <br />1 <br />2 . <br />< 0 <br />25 <br />1090 <br />130 <br />0.90 <br />0.90 <br />0.90 <br />12.0 <br />12.0 <br />0 <br />Thru <br />2 <br />2 <br />2 <br />N <br />N <br />0 <br />0 <br />(YIN) <br />N <br />3 <br />3 <br />Peds <br />0 <br />3.00 <br />3.00 <br />3.00 <br />-------------- <br />6 <br />7 <br />8 <br />EB Left <br />NB Left <br />Thru <br />Thru <br />Right <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 />18.OA <br />Green 7.OA <br />77.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 />VIC <br />g/C <br />Approach: <br />Mvmts <br />Cap <br />Flow <br />Ratio <br />Ratio Delay <br />------ ----- <br />LOS <br />--- <br />Delay <br />----- <br />LOS <br />--- <br />----- <br />EB LTR <br />---- <br />213 <br />------- <br />1219 <br />----- <br />0.900 <br />0.175 56.3 <br />E <br />56.3 <br />E <br />WB LTR <br />244 <br />1391 <br />0.263 <br />0.175 27.8 <br />D <br />27.8 <br />D <br />NB L <br />255 <br />1770 <br />0.369 <br />0.775 5.6 <br />B <br />8.2 <br />B <br />TR <br />2483 <br />3725 <br />0.673 <br />0.667 8.3 <br />B <br />SB L <br />239 <br />1770 <br />0.117 <br />0.775 5.7 <br />B <br />7.3 <br />B <br />TR <br />2444 <br />3666 <br />0.582 <br />0.667 7.3 <br />B <br />Intersection <br />Delay = <br />10.8 sec/veh Intersection LOS <br />= B <br />Lost Time/Cycle, <br />----------------------------------------------------------------------- <br />L <br />= 9.0 <br />sec Critical <br />v/c(x) = <br />0.713 <br />