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HCM:° SIGNALIZED INTERSECTION SUMMARY Version 2.4g 08 -25 -1999 <br />Kimley -Horn & Associates <br />-------- - - - - -- -- - - - - -- <br />------- - - - - -- <br />Streets: (E -W) Cardinal Drive (N -S) Old NC 86 <br />Analyst: JMC File Name: 86CDAM5I.HC9 <br />Area Type: Other 8 -25 -99 AM Peak <br />Comment: 2005 Conditions with Improvements <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 1 <br />148 20 <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 />ation 1 2 <br />0 0 0 <br />0 <br />Signal Operatic <br />3 4 <br />1 2 0 <br />14 1103 <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 />0I <br />3.00 3.00 <br />ins <br />5 <br />0 2 < 0 <br />1254 73 <br />0.90 0.9c <br />12.0 <br />0. <br />2 2 <br />N N <br />0 <br />0 <br />(YIN) N <br />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 11.0A Green 7.OA 84.OA <br />Yellow /AR 6.0 Yellow /AR 6.0 6.0 <br />Cycle Length: 120 secs Phase combination order: #1 #5 #6 <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 />EB L 206 1770 0.794 0.117 46.1 E 43.4 E <br />R 356 1583 0.062 0.225 23.6 C <br />NB L 270 1770 0.059 0.833 2.9 A 1.7 A <br />T 3105 3725 0.415 0.833 1.7 A <br />SB TR 2679 3695 0.578 0.725 5. -3 B 5.3 B <br />Intersection Delay = 6.1 sec /veh Intersection LOS = B <br />Lost Time /Cycle, L = 9.0 sec Critical v /c(x) = 0.563 <br />----------------------------------------------------------------- - - - - -- <br />0 0 0 <br />0 <br />Signal Operatic <br />3 4 <br />1 2 0 <br />14 1103 <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 />0I <br />3.00 3.00 <br />ins <br />5 <br />0 2 < 0 <br />1254 73 <br />0.90 0.9c <br />12.0 <br />0. <br />2 2 <br />N N <br />0 <br />0 <br />(YIN) N <br />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 11.0A Green 7.OA 84.OA <br />Yellow /AR 6.0 Yellow /AR 6.0 6.0 <br />Cycle Length: 120 secs Phase combination order: #1 #5 #6 <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 />EB L 206 1770 0.794 0.117 46.1 E 43.4 E <br />R 356 1583 0.062 0.225 23.6 C <br />NB L 270 1770 0.059 0.833 2.9 A 1.7 A <br />T 3105 3725 0.415 0.833 1.7 A <br />SB TR 2679 3695 0.578 0.725 5. -3 B 5.3 B <br />Intersection Delay = 6.1 sec /veh Intersection LOS = B <br />Lost Time /Cycle, L = 9.0 sec Critical v /c(x) = 0.563 <br />----------------------------------------------------------------- - - - - -- <br />0 2 < 0 <br />1254 73 <br />0.90 0.9c <br />12.0 <br />0. <br />2 2 <br />N N <br />0 <br />0 <br />(YIN) N <br />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 11.0A Green 7.OA 84.OA <br />Yellow /AR 6.0 Yellow /AR 6.0 6.0 <br />Cycle Length: 120 secs Phase combination order: #1 #5 #6 <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 />EB L 206 1770 0.794 0.117 46.1 E 43.4 E <br />R 356 1583 0.062 0.225 23.6 C <br />NB L 270 1770 0.059 0.833 2.9 A 1.7 A <br />T 3105 3725 0.415 0.833 1.7 A <br />SB TR 2679 3695 0.578 0.725 5. -3 B 5.3 B <br />Intersection Delay = 6.1 sec /veh Intersection LOS = B <br />Lost Time /Cycle, L = 9.0 sec Critical v /c(x) = 0.563 <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 11.0A Green 7.OA 84.OA <br />Yellow /AR 6.0 Yellow /AR 6.0 6.0 <br />Cycle Length: 120 secs Phase combination order: #1 #5 #6 <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 />EB L 206 1770 0.794 0.117 46.1 E 43.4 E <br />R 356 1583 0.062 0.225 23.6 C <br />NB L 270 1770 0.059 0.833 2.9 A 1.7 A <br />T 3105 3725 0.415 0.833 1.7 A <br />SB TR 2679 3695 0.578 0.725 5. -3 B 5.3 B <br />Intersection Delay = 6.1 sec /veh Intersection LOS = B <br />Lost Time /Cycle, L = 9.0 sec Critical v /c(x) = 0.563 <br />----------------------------------------------------------------- - - - - -- <br />