TECHNICAL PAPERS
May 1, 1996

Barge Collision Design of Highway Bridges

Publication: Journal of Bridge Engineering
Volume 1, Issue 2

Abstract

Method II of the American Association of State Highway and Transportation Officials (AASHTO) Guide Specification and Commentary for Vessel Collision Design of Highway Bridges focuses mainly on ship impact design. Consequently, the current specifications in Method II are limited mainly to bridges in maritime waterways. Bridges over inland waterways, though, are more susceptible to impact from barges. However, no inland waterway bridges are known to have been designed for barge impact using Method II due to the tremendous variation in flotilla sizes, barge types, and barge sizes. A method by which available barge and flotilla data may be utilized to develop the risk assessment procedures for vessel impact design problems in accordance with design Method II is presented. The methodologies presented in this paper are applicable to all navigable inland waterways in the United States and the world. For illustrative purposes, a design example is included which utilizes barge traffic data from rivers in Kentucky.

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References

1.
Bein, P. (1993). “Risk modeling of vessel impacts on a multispan bridge.”Structures under shock and impact II. Matt MacDonald Group, U.K., 265–275.
2.
“Criteria for: The design of bridge piers with respect to vessel collision in Louisiana waters.” (1984). Report Prepared for Louisiana Dept. of Transp. and Devel. and Federal Hwy. Admin., Modjeski and Masters Consulting Engineers, New Orleans, La.
3.
Guide specification and commentary for vessel collision design of highway bridges, Volume I: Final report. (1991). Am. Assoc. of State Hwy. and Transp. Officials (AASHTO), Washington, D.C.
4.
Kuzmanovic, B. O., and Sanchez, M. R. (1992). “Design of bridge pier pile foundations for ship impact.”J. Struct. Engrg., ASCE, 118(8), 2151–2167.
5.
Lexington Herald-Leader. (1993). (July 18), A1.
6.
Lexington Herald-Leader. (1995). (April 24), B3.
7.
Performance monitoring system database. (1992). Navigation Data Ctr., U.S. Army Corps of Engrs., Washington, D.C.
8.
Prucz, A., and Conway, B. C. (1989). “Ship collision with bridge piers— dynamic effects.”Transp. Res. Board Paper 890712, Transp. Res. Board, Washington, D.C.
9.
Seismic retrofitting manual for highway bridges. (1995). Rep. Prepared for the Federal Hwy. Admin., and the U.S. Dept. of Transp., Nat. Ctr. for Earthquake Engrg. Res., Buffalo, N.Y.
10.
Waterborne transportation lines of the United States database. (1992). Waterborne Commerce Statistics Ctr., U.S. Army Corps of Engrs., New Orleans, La.
11.
Whitney, M. W., Harik, I. E., Griffin, J. J., and Allen, D. L. (1994). “Barge traffic on Kentucky rivers.”Res. Rep. KTC-94-15, Univ. of Kentucky, Lexington, Ky.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 1Issue 2May 1996
Pages: 47 - 58

History

Published online: May 1, 1996
Published in print: May 1996

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Authors

Affiliations

M. W. Whitney
Des. Struct. Engr., Stanley D. Lindsey & Assoc., Ltd., 2244 MetroCenter Blvd., Ste. 200, Nashville, TN 37228-1320.
I. E. Harik, Member, ASCE,
Prof., Dept. of Civ. Engrg., and Head, Struct. Sect., Kentucky Transp. Ctr., Univ. of Kentucky, Lexington, KY 40506-0281.
J. J. Griffin
Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, KY.
D. L. Allen, Member, ASCE
Chief Res. Engr., Kentucky Transp. Ctr., Univ. of Kentucky, Lexington, KY 40506-0043.

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