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Federal Highway Administration Research and Technology
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Federal Highway Administration > Publications > Research > Structures > Long-Term Performance of Epoxy-Coated Reinforcing Steel in Heavy Salt-Contaminated Concrete

Publication Number: FHWA-HRT-04-090
Date: JUNE 2004

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References

  1. McDonald, D.B., Sherman, M.R., and Pfeifer, D.W., The Performance of Bendable and Nonbendable Organic Coatings for Reinforcing Bars in Solution and Cathodic Debonding Tests, Report No. FHWA-RD-94-103, Federal Highway Administration, McLean, VA, January 1995, 148 pp.

  2. McDonald, D.B., Sherman, M.R., and Pfeifer, D.W., The Performance of Bendable and Nonbendable Organic Coatings for Reinforcing Bars in Solution and Cathodic Debonding Tests: Phase II Screening Tests, Report No. FHWA-RD-96-021, Federal Highway Administration, McLean, VA, May 1996, 121 pp.

  3. McDonald, D.B., Pfeifer, D.W., and Blake, G.T., The Corrosion Performance of Inorganic-, Ceramic-, and Metallic-Clad Reinforcing Bars and Solid Metallic Reinforcing Bars in Accelerated Screening Tests, Report No. FHWA-RD-96-085, Federal Highway Administration, McLean, VA, October 1996, 112 pp.

  4. McDonald, D.B., Pfeifer, D.W., and Sherman, M.R., Corrosion Evaluation of Epoxy-Coated, Metallic-Clad, and Solid Metallic Reinforcing Bars in Concrete, Report No. FHWA-RD-98-153, Federal Highway Administration, McLean, VA, December 1998, 137 pp.

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