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Agenda - 09-30-1999 - 1
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Agenda - 09-30-1999 - 1
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Agenda
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Minutes - 19990930
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HCM: SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08 -31. -1999 6n <br />Kimley -Horn & Associates <br />--------------- - - - - -- --------------- - - - -- <br />Streets: (E -W) I -85 NB (N -S) Old NC 86 <br />Analyst: JMC File Name: 85N86PMI.HC9 <br />Area Type: Other 8 -9 -99 PM Peak <br />Comment: 2005 <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 Combi <br />n <br />1 0 l <br />91 133 <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 3 <br />0 <br />3.00 3.00 <br />•-------------- - <br />ation 1 2 <br />0 0 0 <br />0 <br />i <br />Signal Operatic <br />3 4 <br />1082 679 <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 3 <br />0 <br />3..00 3.00 <br />>ns <br />5 <br />1 2 0 <br />186 1322 <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 3 <br />0 <br />.3.00 3.00 <br />6 7 8 <br />EB Left * NB Left <br />Thru Thru <br />Right * Right <br />Peds Peds <br />WB Left SB Left <br />Thru Thru <br />Right Right <br />Peds Peds <br />NB Right * EB Right <br />SB Right WB Right <br />Green 10.OA Green 9.OA 83.OA <br />Yellow /AR 6.0 Yellow /AR 6.0 6.0 <br />Cycle Length: 120 secs Phase combination order: #1 #5 #6 <br />----------------------------------------------------------------------- <br />Intersection Performance Summary <br />Lane Group: Adj Sat v/c g/C Approach: <br />Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS <br />- - - -- - - -- - - - - - -- - - - -- - - - -- - - - -- - -- - - - -- - -- <br />EB L 192 1770 0.527 0.108 34.8 D 47.9 E <br />R 172 1583 0.863 0.108 56.9 E <br />NB T 1335 1.863 0.900 0.717 15.0 B 10.0 B <br />R 1346 1583 0.560 0.850 2.1 A <br />SB L 239 1770 0.866 0.842 45.9 E 7.0 B <br />T 3136 3725 0.492 0.842 1.8 A <br />Intersection Delay = 11.1 sec /veh Intersection LOS = B <br />Lost Time /Cycle, L = . 9.0 sec Critical v /c(x) = 0.907 <br />----------------------------------------------------------------- - - - - -- <br />0 0 0 <br />0 <br />i <br />Signal Operatic <br />3 4 <br />1082 679 <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 3 <br />0 <br />3..00 3.00 <br />>ns <br />5 <br />1 2 0 <br />186 1322 <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 3 <br />0 <br />.3.00 3.00 <br />6 7 8 <br />EB Left * NB Left <br />Thru Thru <br />Right * Right <br />Peds Peds <br />WB Left SB Left <br />Thru Thru <br />Right Right <br />Peds Peds <br />NB Right * EB Right <br />SB Right WB Right <br />Green 10.OA Green 9.OA 83.OA <br />Yellow /AR 6.0 Yellow /AR 6.0 6.0 <br />Cycle Length: 120 secs Phase combination order: #1 #5 #6 <br />----------------------------------------------------------------------- <br />Intersection Performance Summary <br />Lane Group: Adj Sat v/c g/C Approach: <br />Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS <br />- - - -- - - -- - - - - - -- - - - -- - - - -- - - - -- - -- - - - -- - -- <br />EB L 192 1770 0.527 0.108 34.8 D 47.9 E <br />R 172 1583 0.863 0.108 56.9 E <br />NB T 1335 1.863 0.900 0.717 15.0 B 10.0 B <br />R 1346 1583 0.560 0.850 2.1 A <br />SB L 239 1770 0.866 0.842 45.9 E 7.0 B <br />T 3136 3725 0.492 0.842 1.8 A <br />Intersection Delay = 11.1 sec /veh Intersection LOS = B <br />Lost Time /Cycle, L = . 9.0 sec Critical v /c(x) = 0.907 <br />----------------------------------------------------------------- - - - - -- <br />EB Left * NB Left <br />Thru Thru <br />Right * Right <br />Peds Peds <br />WB Left SB Left <br />Thru Thru <br />Right Right <br />Peds Peds <br />NB Right * EB Right <br />SB Right WB Right <br />Green 10.OA Green 9.OA 83.OA <br />Yellow /AR 6.0 Yellow /AR 6.0 6.0 <br />Cycle Length: 120 secs Phase combination order: #1 #5 #6 <br />----------------------------------------------------------------------- <br />Intersection Performance Summary <br />Lane Group: Adj Sat v/c g/C Approach: <br />Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS <br />- - - -- - - -- - - - - - -- - - - -- - - - -- - - - -- - -- - - - -- - -- <br />EB L 192 1770 0.527 0.108 34.8 D 47.9 E <br />R 172 1583 0.863 0.108 56.9 E <br />NB T 1335 1.863 0.900 0.717 15.0 B 10.0 B <br />R 1346 1583 0.560 0.850 2.1 A <br />SB L 239 1770 0.866 0.842 45.9 E 7.0 B <br />T 3136 3725 0.492 0.842 1.8 A <br />Intersection Delay = 11.1 sec /veh Intersection LOS = B <br />Lost Time /Cycle, L = . 9.0 sec Critical v /c(x) = 0.907 <br />----------------------------------------------------------------- - - - - -- <br />
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