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Structural steel coatings for corrosion mitigation.

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      Final report.
    • Abstract:
      Task 1 of this project was to survey the performance of coating systems for steel bridges in Missouri and to evaluate coating and

      recoating practices. Task 1 was led under the direction of Dr. Glenn Washer from the University of Missouri located in Columbia,

      MO. A specific literature review focused on current state-of-the-practice for overcoatings, bridge coating assessment and rating,

      deterioration rate modeling as well as the risk assessment for overcoating. A new coating evaluation guideline was created to meet the

      needs of bridge maintenance in Missouri. Finally a field survey was carried out onto the existing bridge coatings across 10 Missouri

      Department of Transportation (MoDOT) districts and 26 counties. It was found that system S and G perform very well in many of the

      situations observed. The survey indicated that in many cases system S overcoatings are providing service life extension for the coating

      system, with some early failures resulting from severe exposure to deck drainage and corrosion. Deck condition, drainage, and joint

      conditions were found to be the dominate factor in deterioration of the coating system, regardless of the age of the coating. Task 2 of

      this project investigated the performance of new types of coating technologies on bridge corrosion mitigation and was led under the

      direction of Dr. John Myers from the Missouri University of Science and Technology located in Rolla, MO. Twelve coating systems

      including MoDOT system G were evaluated through several laboratory tests to study and predict the field performance and durability

      of new coating technologies. The new coating systems investigated in this study involved polyurea, polyaspartic polyurea,

      polysiloxane polymers and fluoropolymer. To date, these coating system technologies have not been used as a steel structural coatings

      system in the State of Missouri by MoDOT. The laboratory tests consist of freeze-thaw stability, salt fog resistance, QUV weathering

      and electrochemical tests. The comparison study was carried out to benchmark and understand the pros and cons of these new coating

      systems. In addition, two coating systems served as overcoating studies for lead-based paint systems representative of older existing

      bridges in the state of Missouri. These overcoating systems were evaluated using an accelerated lab test method and electrochemical

      test. The performance of the existing MoDOT calcium sulfonate (CSA) overcoating system (system S) was also studied within the test

      matrix for comparative purposes. The test results show that moisture cured urethane micaceous iron oxide zinc/polyurea polyasp

      is a promising coating system for recoating of new steel

      artic

      bridges and that aliphatic polyaspartic polyurea can also be applied on

      existing coatings after the surface is properly prepared.

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