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Polymer impregnation of new concrete bridge deck surfaces : interim users' manual of procedures and specifications

Author: W G Smoak; Engineering and Research Center (U.S.); United States. Federal Highway Administration.
Publisher: Washington, D.C. : Federal Highway Administration ; Springfield, Va. : Available through National Technical Information Service, 1975.
Series: United States.; Federal Highway Administration.; Report
Edition/Format:   Print book : National government publication : EnglishView all editions and formats
Database:WorldCat
Summary:
A technique of impregnating new concrete bridge deck surfaces with an acrylic polymer to a depth of 1-inch (25mm) or more for protection against chloride ion intrusion and freeze-thaw deterioration is reported. The process technology, materials, equipment, and safety provisions used in the technique are discussed, with the objective of informing potential users of the various steps necessary to insure successful  Read more...
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Material Type: Government publication, National government publication
Document Type: Book
All Authors / Contributors: W G Smoak; Engineering and Research Center (U.S.); United States. Federal Highway Administration.
OCLC Number: 1901109
Notes: PB 252 422/AS.
Interim report.
Sponsored by the Federal Highway Administration, Offices of Research and Development; FHWA's R & D report no. M 0279.
Performed by Bureau of Reclamation, Engineering and Research Center, under contract no. 2-1-1214.
This study is part of FCP Project 4B, "Eliminate premature deterioration of Portland Cement concrete."
Description: 27 pages : illustrations.
Contents: Introduction --
Surface preparation --
Drying --
Impregnation --
Polymerization --
Evaluation of treatment --
Summary of safety provisions --
Appendix: Materials and performance specifications.
Series Title: United States.; Federal Highway Administration.; Report
Responsibility: W.G. Smoak.

Abstract:

A technique of impregnating new concrete bridge deck surfaces with an acrylic polymer to a depth of 1-inch (25mm) or more for protection against chloride ion intrusion and freeze-thaw deterioration is reported. The process technology, materials, equipment, and safety provisions used in the technique are discussed, with the objective of informing potential users of the various steps necessary to insure successful field application of the process. An appended materials and performance specification is included.

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