Chapter
Aug 19, 2013
Concrete Facing as Protective Coating for Navy Cofferdam
Authors: Jim Hingtgen [email protected], Greg Schindler [email protected], Jay Spady [email protected], Greg Helser [email protected], and Nathan Watson [email protected]Author Affiliations
Publication: Ports 2013: Success through Diversification
Abstract
A significant current issue for federal and public agencies is the maintenance of aging waterfront structures in order to maximize the life of these critical assets. The recent installation of a concrete facing on a steel sheet pile cofferdam represents an atypical solution to a relatively common problem. The cofferdam is part of a submarine maintenance dry dock located on the Hood Canal at Naval Base Kitsap Bangor in Washington State. The concrete facing design considered the following: sheet pile cleaning and preparation, design of the concrete mix and reinforcing, attachment to the existing sheet piles, and concrete jointing. This paper focuses on the implementation and installation challenges of this unique solution and provides a case study that describes the successful use of concrete as a protective coating for an aging cellular cofferdam.
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© 2013 American Society of Civil Engineers.
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Published online: Aug 19, 2013
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P.E., S.E.
KPFF Consulting Engineers, 101 Stewart Street, Suite 400, Seattle, WA 98101. E-mail: [email protected]
P.E., S.E.
KPFF Consulting Engineers, 1601 5th Avenue, Suite 1600, Seattle, WA 98101. E-mail: [email protected]
P.E.
Puget Sound Naval Shipyard, 1400 Farragut Ave., Bremerton, WA 98314. E-mail: [email protected]
Seaward Marine Corporation, 1500-B Steel St., Chesapeake, VA 23323. E-mail: [email protected]
P.E.
KPFF Consulting Engineers, 101 Stewart Street, Suite 400, Seattle, WA 98101. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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