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HCM: SIGNALIZED INTERSECTION SUMMARY <br />Version 2.4g 08 -30 -1999 �q <br />Kimley -Horn & <br />Associates <br />Streets: (E -W) I -85 SB <br />(N -S) Old NC 86 <br />Analyst: JMC <br />File Name: 85S86PMI.HC9 <br />Area Type: Other <br />8 -9 -99 PM Peak <br />Comment: 2005 <br />Eastbound <br />Westbound Northbound <br />Southbound <br />L T R <br />L T <br />R <br />L T R <br />L <br />T <br />R <br />No. Lanes <br />0 0 0 <br />2 0 <br />1 <br />1 1 0 <br />0 <br />1 <br />1 <br />Volumes <br />653 <br />466 <br />157 1016 <br />856 <br />156 <br />PHF or PK15 <br />0.90 <br />0.90 <br />0.90 01.90 <br />0.90 <br />0.90 <br />Lane W (ft) <br />12.0 <br />12.0 <br />12.0 12.0 <br />12.0 <br />12.0 <br />Grade <br />0 <br />0 <br />0 <br />Heavy Veh <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />Parking <br />N N <br />N N <br />N <br />N <br />'Bus Stops <br />0 <br />0 <br />0 <br />Con. Peds <br />0 <br />0 <br />0 <br />0 <br />Ped Button <br />(YIN) N <br />(YIN) N <br />(YIN) <br />N <br />Arr Type <br />3 <br />3 <br />.. 3 3 <br />3 <br />3 <br />RTOR Vols <br />0 <br />0 <br />0 <br />Lost Time <br />3.00 <br />t.00 <br />3.00 3.00 <br />3.00 <br />3.00 <br />Prop. Share <br />Prop. Prot. <br />r <br />Signal Operations <br />Phase Combination 1 2 <br />3 4 <br />5 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 25.OA <br />Green 7.OA 70.OA <br />Yellow /AR 6.0 <br />Yellow /AR 6.0 6.0__ <br />-. <br />Cycle Length: 120 secs Phase <br />combination order: #1 #5 #6 <br />Intersection <br />Performance Summary <br />Lane Group: Adj Sat <br />v/c <br />g/C <br />Approach: <br />Mvmts Cap Flow <br />Ratio <br />Ratio Delay LOS <br />Delay <br />LOS <br />WB L 826 3539 <br />0.906 <br />0.233 38.6 D <br />41.5 <br />E <br />R 541 1583 <br />0.958 <br />0.342 45.8 E <br />NB L 210 1770 <br />0.829 <br />0.717 39.1 D <br />35.4 <br />D <br />T 1133 1863 <br />0.996 <br />0.608 34.8 D <br />SB T 1133 1863 <br />0.839 <br />0.608 16.2 C <br />13.8 <br />B <br />R 1372 1583 <br />0.126 <br />0.867 0.8 A <br />Intersection <br />Delay = 30.9 sec /veh Intersection LOS <br />= D <br />Lost Time /Cycle, L = 6.0 <br />sec Critical v /c(x) = 0.982 <br />