The Locator -- [(author = "United States Office of Infrastructure Research and Development Office of Infrastructure Research and Development")]

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Author:
Granata, Richard D.
Title:
Integrity of infrastructure materials and structures / [Richard D. Granata and William H. Hartt].
Publisher:
U.S. Dept. of TransportationFederal Highway Administration, Turner-Fairbank Highway Research Center,
Copyright Date:
2009
Description:
x, 75 p. : ill. ; 28 cm.
Subject:
Iron and steel bridges--Testing.--United States--Testing.
Concrete bridges--Testing.--United States--Testing.
Reinforced concrete--Testing.--Testing.
Steel bridges.
Reinforced concrete bridges.
Reinforcing steel.
Other Authors:
Hartt, William H. (William Handy), 1939-
United States. Office of Infrastructure Research and Development. Office of Infrastructure Research and Development.
Florida Atlantic University.
Notes:
Title from cover; statement of responsibility from technical report documentation p. Performed by Florida Atlantic University; performing organization code FAU-OE-CMM-0802. "October 2009." Includes bibliographical references (p. 73-75). "Publication no. FHWA-HRT-09-044."
Scope Note:
Final report.
Summary:
"Corrosion of bridges, both of steel and reinforced concrete construction, constitutes a major maintenance problem for the United States. In the case of reinforced concrete bridges, recent attention has focused on corrosion-resistant reinforcements because of concerns that epoxy-coatings, which are presently employed for corrosion protection, may not provide the 75- to 100-year service life that is now required for major structures. A component of this research addressed two aspects of serviceability of 2304 stainless steel (UNS S32304) as reinforcement in concrete bridges. The first aspect addressed concerns regarding possible susceptibility to stress corrosion cracking in chloride-contaminated pore water, and the second aspect focused on determination of the critical chloride concentration, CT, to initiate active corrosion. The latter effort involved both accelerated aqueous tests and longer-term exposure of reinforced concrete slabs"--Technical report documentation p.
OCLC:
(OCoLC)549236928
Locations:
Z7OX851 -- Library (Ames)

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