Application of Cathodic Prevention in a New Concrete Bridge Deck in Virginia
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2003-02-01
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Edition:Final report;8/9712/02.
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Abstract:Corrosion of reinforcement in concrete bridges has been a major factor in limiting the service life of many such structures. As part of a concerted effort to identify cost-effective options for eliminating corrosion of reinforcement, the application of cathodic prevention was tried in a recently constructed concrete bridge deck. The incorporation of an impressed-current cathodic prevention system in a new concrete bridge deck while it was being constructed was made possible by the use of titanium mesh ribbon anodes coated with mixed-metal oxide. The anodes were spaced 32 cm (13 in.) apart and transversely across the entire bridge deck to allow for the trouble-free placement of the concrete. The system has been operating for almost 2 years with no extraordinary problems. A comparison of the long-term cost of this option with those of other options, such as the use of corrosion-resistant clad bars or stainless steel bars, indicated that this option is not economically favorable.
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Main Document Checksum:urn:sha-512:b7c3d709d70ea4ff47e8caf39ea6c20b89d349ea57564f687f36c8d09fe03a9df1a178151fac71bd398eeaa7733eeb8c45f798b95d42d1f5806402382d184ab9
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