Cost-Effective Rehabilitation of Two Aluminum Bridges on Long Island, New York
Publication: Practice Periodical on Structural Design and Construction
Volume 7, Issue 3
Abstract
After testing of a full-scale model semimonocoque airframe aluminum bridge at Lehigh University in 1960, New York State built two similar four-span aluminum structures on Long Island, which were opened to traffic in 1965. During an inspection in 1996, galvanic corrosion of the aluminum superstructure at contact surfaces with the steel bearings in presence of moisture, limited distortion or buckling of members at some of these locations, and damage to the bridge underside when struck by a vehicle taller than available clearance were noticed. Otherwise, the rest of the structure appeared to be in good condition. Due to the unique structural configuration, an investigation of viable procedures for repair and maintenance of these structures was conducted. This investigation resulted in the cost-effective rehabilitation procedure described in this paper.
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References
Aluminum Association. (1994). Aluminum design manual, specifications and guidelines for aluminum structures, 6th ed., Washington, D.C.
Evans, B. (1960). “Stress analysis of shear panels in design of semi-monocoque aluminum highway bridges.” MS thesis, Rensselaer Polytechnic Institute, Troy, N.Y.
Hag-Elsafi, O., and Alampalli, S. (1999). “Repair of aluminum bridges on Long Island.” Client Rep. 84, Transportation Research and Development Bureau, Albany, N.Y.
Kahn, H. J. (1962). “Analysis and recommendations of structural instabilities on New York State aluminum bridges.” Rep. 1864-2, Fairchild Engine and Airplane Corporation.
Mindlin, H. L., and Errara, S. J. (1959). “Test of a composite aluminum and concrete highway bridge.” Rep. 275.1, Fritz Engineering Laboratory, Lehigh University,
New York Department of Transportation (NYDOT). (1996). “The repair and maintenance of the Route 110 aluminum girder bridge.” Internal Rep., New York.
New York State Department of Public Works. (1961). Bridge Plans, Sunrise Highway Extension, Part 2, S.H.E. 8438; H.G.S. at Broadway, Amityville Structure No 2., H.G.S. at Wellwood Avenue, Structure No. 4; Suffolk County, District No. 10, New York.
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Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Jun 29, 2001
Accepted: Jun 29, 2001
Published online: Jul 15, 2002
Published in print: Aug 2002
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