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Publication Number: FHWA-HRT-09-044
Date: October 2009

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REFERENCES

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  3. Yunovich, M., Thompson, N.G., and Virmani, Y.P. (2003). Life Cycle Cost Analysis for Reinforced Concrete Bridge Decks, Paper No. 03309, Presented at CORROSION/03, San Diego, CA.

  4. Stratfull, R.F., Jurkovich, W.J., and Spellman, D.L. (1975). "Corrosion Testing of Bridge Decks," Transportation Research Record 539, 50, Transportation Research Board, Washington, DC.

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  10. Powers, R.G. (1988). Corrosion of Epoxy-Coated Rebar, Keys Segmental Bridges Monroe County, Report No. 88-8A, Florida Department of Transportation, Gainesville, FL.

  11. Zayed, A.M. and Sagués, A.A. (1989). Corrosion of Epoxy-Coated Reinforcing Steel in Concrete, Paper No. 386 presented at CORROSION/89, New Orleans, LA.

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  13. Federal Highway Administration. (1989). Technical Advisor—Uncoated Weathering Steel In Structures, T 5140.22, Federal Highway Administration, Washington, DC.

  14. Granata, R.D, Fisher, J.W., and Wilson, J.C. (1997). Update on Applications of Corrosion Coulometers, Paper 97307, CORROSION/97 Conference, NACE International, Houston, TX.

  15. Granata, R.D. and Madani, M.M. (1997). SAE International Congress and Exposition, Paper No. 970736, Society of Automotive Engineers, Detroit, MI.

  16. Yu, H. and Hartt, W.H. (2007). "Effect of Reinforcement and Coarse Aggregates on Chloride Ingress into Concrete and Time-to-Corrosion: Part I—Spatial Chloride Distribution and Implications," Corrosion, 63, 843.

  17. Yu, H., Himiob, R.J., and Hartt, W.H. (2007). "Effect of Reinforcement and Coarse Aggregates on Chloride Ingress into Concrete and Time-to-Corrosion: Part II—Spatial Distribution of Aggregates," Corrosion, 63, 924.

  18. Hartt, W.H. and Nam, J. (2008). Effect of Cement Alkalinity Upon Chloride Threshold and Time-to-Corrosion of Reinforcing Steel in Concrete, Paper No. 08322, Presented at CORROSION/08, NACE International, Houston, TX.

  19. Hartt, W.H., Powers, R.G., Presuel-Moreno, F., Paredes, M., Simmons, R., Hui, Y., Himiob, R., and Virmani, Y.P. (2009). Corrosion-Resistant Alloys for Reinforced Concrete, FHWAHRT- 09-020, Federal Highway Administration, Washington, DC.

  20. Florida Department of Transportation. (1994). Florida Method of Test for Determining Low- Levels of Chloride in Concrete and Raw Materials, Designation FM 5-516, Florida Department of Transportation, Tallahassee, FL.

  21. Sagüés, A.A. (2003). "Modeling the Effects of Corrosion on the Lifetime of Extended Reinforced Concrete Structures," Corrosion, 59, 854.

  22. ASTM International. (2004). "Standard Guide for Estimating the Atmospheric Corrosion Resistance of Low-Alloy Steels," Annual Book of ASTM Standard, 03.02, ASTM G101-04, ASTM International, West Conshohocken, PA.

  23. ASTM International. (2002). "Specification for Steel Wires, Music Spring Quality," Annual Book of ASTM Standard 01.02, ASTM A228, ASTM International, West Conshohocken, PA.

  24. SAE International. (2003). Lab Cosmetic Corrosion Test, SAE J2334, Society of Automotive Engineering Surface Vehicle Standard, SAE International, Warrendale, PA.

  25. Repp, J. (2002). "Update on the Development of SAE J2334 Accelerated Corrosion Test Protocol," U.S. Army Corrosion Summit, St. Petersburg, FL.

  26. ASTM International. (2003). "Standard Practice for Preparing, Cleaning, and Evaluating Corrosion Test Specimens," Annual Book of ASTM Standard, 03.02, ASTM G1-03, ASTM International, West Conshohocken, PA.

  27. Cook, D.C., Oh, S.J., and Townsend, H.E. (1998). The Protective Layer Formed on Steels After Long-Term Atmospheric Exposure, Paper No. 98343, NACE International, Houston, TX.

  28. Downs, R.T. and Hall-Wallace, M. (2003). "The American Mineralogist Crystal Structure Database," American Mineralogist, 88, 247-250.

  29. White, M.L. and Leidheiser Jr., H. (1990). "The Corrosion Coulometer-A New Corrosion Monitor for Steel Structures," Corrosion, 46(8), 653-661.

  30. Granata, R.D., Michalerya, W.D., Wildt, R.H., Leidheiser Jr., H, and O'Malley Jr., B.W. (1992). "Quantitative Evaluation of Steel Corrosion in Microenvironments Using the Corrosion Coulometer," Review of Progress in Quantitative Nondestructive Evaluation, 11, 1183-1190, Plenum Press, New York, NY.

  31. Héreng, Y. (2007). Atmospheric Corrosion Study of Weathering Steel Using Sensor Technology, Florida Atlantic University, Boca Raton, FL.

  32. Cook, D.C. and Granata, R.D. (2002). NYS DOT Moore Drive Bridge: Coupon Exposure Project, Interim Report #1, Specimen Rack Construction and Installation, Report No. T:202, American Iron and Steel Institute, Washington, DC.

  33. ASTM International. (1994). Standard Practice for Modified Salt Spray (Fog) Testing, Annex 5, ASTM G 85-94, West Conshohoken, PA.

  34. Jones, D. (1996). Principles and Prevention of Corrosion, 2nd ed., Prentice-Hall, Upper Saddle River, NJ

 

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