TECHNICAL PAPERS
Feb 1, 2005

Field Evaluation of Marine Structures Containing Calcium Nitrite

Publication: Journal of Performance of Constructed Facilities
Volume 19, Issue 1

Abstract

A field study of corrosion of reinforcing bars in existing concrete pier structures is presented in this paper. The objective of the research was to evaluate the effectiveness of calcium nitrite for combating corrosion in marine structures. Five sites were selected for field evaluation of reinforcement corrosion in cooperation with the Harbors Division of the Hawaii Department of Transportation. The concrete for each of these sites included a calcium nitrite-based admixture as a corrosion inhibitor. Each site was tested for permeability, chloride ion concentration, half-cell potential, polarization resistance, and pH. Corrosion activity identified by half-cell potential measurements, polarization resistance measurements, and visual inspection of bars taken from cores indicated that high dosages of calcium nitrite, 19.8 to 22.3Lm3 , provided the steel with significantly greater protection than lower dosages, 12.4Lm3 . This occurred despite the fact that the sites with higher dosages were older and usually more permeable than the structures with lower dosages.

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Acknowledgments

The work presented in this document was funded by the Hawaii Department of Transportation as project number HWY-L-UH-98-03.

References

American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete.” ACI 318-99, Farmington Hills, Mich.
ASTM. (1997). Annual book of ASTM standards, Easton, Md.
Berke, N. S. (1991). “Corrosion inhibitors in concrete.” Concr. Int. 13(7), 24–27.
Bola, M. M. B. (2000). “Field evaluation of corrosion in reinforced concrete structures in marine environment.” MS thesis, Dept. of Civil Engineering, Univ. of Hawaii, Manoa, Hawaii.
Gu, P., Elliott, S., Hristova, R., Beaudoin, J. J., Brousseau, R., and Baldock, B. (1997). “A study of corrosion inhibitor performance in chloride contaminated concrete by the electrochemical impedance spectroscopy.” ACI Mater. J. 94(4), 385–395.
James Instruments, Inc. (1998). “Poroscope Plus.” Chicago.
Mindess, S., and Young, J. F. (1981). Concrete, Prentice-Hall, Englewood Cliffs, N.J. 544–580.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 19Issue 1February 2005
Pages: 28 - 35

History

Received: Oct 10, 2002
Accepted: Apr 9, 2003
Published online: Feb 1, 2005
Published in print: Feb 2005

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Authors

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Mereoni M. B. Bola
Project Engineer, Hoogerwerf Engineering Group, Inc., 6489Camden Ave., Ste. 204, San Jose, CA 95120.
Craig M. Newtson, A.M.ASCE
Assistant Professor, Dept. of Civil and Geological Engineering, P.O. Box 30001, MSC 3CE, New Mexico State Univ., Las Cruces, NM 88003.

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