Multiple Corrosion Protection Systems for Reinforced Concrete Bridge Components: Laboratory and Field Tests

Fusion bonded thermoset epoxy-coated reinforcement is evaluated in conjunction with inorganic and organic corrosion inhibitors, bars initially coated with zinc prior to epoxy application, chemical pretreatments and epoxy formulations that increase the adhesion of the epoxy coating, and concretes with reduced water-cement ratios. The performance of corrosion protection systems is compared based on metal loss and disbondment between the epoxy-coating and the underlying steel using Southern Exposure and cracked beam tests in the laboratory and larger-scale slab specimens in the field. Findings after six years of this seven-year study indicate that conventional epoxy-coatings provide significant corrosion protection for reinforcing steel. The main potential weakness of this system is the loss of adhesion between the epoxy coating and the reinforcing steel, which is observed to be significantly greater for bars in cracked concrete than for bars in uncracked concrete. Bars initially coated with zinc prior to epoxy application exhibit lower disbondment than conventional epoxy-coated reinforcement. Concretes with reduced water-cement ratios provide better performance in uncracked concrete but only limited additional corrosion protection in cracked concrete.

Language

  • English

Media Info

  • Media Type: CD-ROM
  • Features: Figures; References;
  • Pagination: 20p
  • Monograph Title: 2010 Concrete Bridge Conference Proceedings: Achieving Safe, Smart & Sustainable Bridges

Subject/Index Terms

Filing Info

  • Accession Number: 01165360
  • Record Type: Publication
  • Files: TRIS, USDOT
  • Created Date: Aug 19 2010 11:16AM