Screening Tool to Assess Adequacy of Bridge Pile Bents during Extreme Flood/Scour Events
Publication: Practice Periodical on Structural Design and Construction
Volume 12, Issue 2
Abstract
A common design/construction procedure for highway bridges in Alabama is the use of steel HP piles driven to a firm stratum with a length above ground up to the level of a concrete bent cap which supports the bridge superstructure. The use of three, four, five, or six such piles in a row with the two end piles battered are very common bridge pile bents. Because of the large number of bridges in the state and the tendency to use standardized designs with pile bent substructures, the Alabama Department of Transportation recently developed a “screening tool” to assist its engineers in assessing the adequacy of bridge pile bents for extreme flood/scour events. The evaluation procedure employed in the screening tool is presented in macro and microfloodchart form in this paper, and basically moves through the following sequence: (1) preliminary or general checks such as the bridge bent being located in water with scour possible, etc.; (2) checking the bent piles for possible “kick-out” or plunging failure; (3) checking the bent piles for buckling failure; and (4) checking the bent for transverse (transverse to the bridge centerline) pushover failure from combined gravity and flood water loadings. The screening tool is a dynamic tool and is currently being automated, expanded in capabilities, simplified, and improved.
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Acknowledgments
The financial support of this work by the Alabama Department of Transportation (ALDOT) and secondarily by the Highway Research Center at Auburn University is gratefully acknowledged. The assistance of ALDOT engineers George Conner, Eric Christie, and Randall Mullins is also gratefully acknowledged.
References
AASHTO. (2004). LRFD bridge design specifications, 3rd Ed., Washington, D.C.
Georgia Tech Research Corporation. (2002). GT STRUDL reference manual, Vol. 3, Atlanta.
Ramey, G. E., and Brown, D. A. (2004). “Stability of highway bridges subject to scour—Phase I.” Alabama Department of Transportation Project No. 930-585, Final Rep., Highway Research Center, Auburn Univ., Auburn, Ala.
Ramey, G. E., Brown, D. A., Hughes, D., Daniels, J., and Agnew, L. (2006a). “Screening tool to assess adequacy of bridge pile bents for extreme flood/scour events.” Alabama Department of Transportation Project No. 930-608 Rep., Highway Research Center, Auburn Univ., Auburn, Ala.
Ramey, G. E., Brown, D. A., Hughes, D., Daniels, J., and Agnew, L. (2006b). “Stability of highway bridges subject to scour—Phase II.” Alabama Department of Transportation Project No. 930-608, Final Rep., Highway Research Center, Auburn Univ., Auburn, Ala.
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© 2007 ASCE.
History
Received: May 16, 2006
Accepted: Oct 27, 2006
Published online: May 1, 2007
Published in print: May 2007
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