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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08-24-1999 St <br />Kimley -Horn & Associates <br />Streets: (E -W) Oakdale Drive (N -S) Old NC 86 <br />Analyst: JMC File Name: 860DPME.HC9 <br />Area Type: Other 8 -24 -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 />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 Combiz <br />0 > <br />1 < <br />0 <br />92 <br />11 <br />42 <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 />cation <br />1 <br />2 <br />0 > 1 < 0 <br />9 9 30 <br />0.90 0.900.90 <br />12.0 <br />0 <br />2 2 2 <br />N N <br />0 <br />0 <br />(YIN) N , <br />3 <br />0 <br />3.00 3.00 3.00 <br />Signal Operatic <br />3 4 <br />1 1 < 0 <br />71 554 2 <br />0.90 0.90 0.90 <br />12.0 12.0 <br />0 <br />2 2 2 <br />N N <br />0 <br />0 <br />(YIN) N <br />3 3 <br />3.00.3.00 3.00 <br />Ms <br />5 <br />1 <br />1 < <br />0 <br />21 <br />428 <br />109 <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 />6 <br />7 <br />8 <br />EB Left <br />* <br />NB Left <br />Thru <br />* <br />Thru <br />Right <br />* <br />Right <br />Peds <br />Peds <br />WB Left <br />* <br />SB Left <br />Thru <br />* <br />Thru <br />Right <br />* <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 order: #1 #5 <br />#6 <br />------------------------------------------------------------------------ <br />Intersection <br />Performance Summary <br />Lane Group: <br />Adj Sat <br />v/c <br />I g/C <br />Approach: <br />Mvmts <br />Cap <br />Flow <br />Ratio <br />Ratio Delay <br />LOS <br />Delay <br />LOS <br />EB LTR <br />226 <br />1294 <br />0.711 <br />0.175 36.9 <br />D <br />36.9 <br />D <br />WB LTR <br />246 <br />1406 <br />0.215 <br />0.175 27.5 <br />D <br />27.5 <br />D <br />NB L <br />268 <br />1770 <br />0.295 <br />0.775 3.9 <br />A <br />6.4 <br />B <br />TR <br />1241 <br />1862 <br />0.498 <br />0.667 6.7 <br />B <br />SB L <br />265 <br />1770 <br />0.087 <br />0.775 3.3 <br />A <br />6.6 <br />B <br />TR <br />1204 <br />1806 <br />0.496 <br />0.667 6.7 <br />B <br />Intersection <br />Delay = <br />10.4 sec /veh Intersection <br />LOS <br />= B <br />Lost Time /Cycle, L <br />= 9.0 <br />sec Critical <br />v /c(x) = <br />0.542 <br />