TECHNICAL PAPERS
Oct 15, 2009

Remote Corrosion Monitoring Systems for Highway Bridges

Publication: Practice Periodical on Structural Design and Construction
Volume 14, Issue 4

Abstract

There have been several new approaches and advances in sensing technologies for monitoring long-term durability of the infrastructure. With the use of new materials (such as fiber reinforced polymers, stainless steel and stainless clad rebar, etc.), identifying factors affecting and accelerating the growth of corrosion in highway bridges through monitoring has received significant attention. This paper presents a review of available systems for such purposes and case studies based on their field applications.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This research is supported by the grants from the New York City Department of Transportation through the IBRC Program of the Federal Highway Administration. The views presented in this paper represent those of the authors and not necessarily of the agencies represented by the authors and sponsoring organizations.UNSPECIFIED

References

Alampalli, S. (2005). “Effectiveness of FRP materials with alternative concrete removal strategies for bridge column wrapping.” Int. J. Mat. Prod. Technol., 23(3/4), 338–347.
Cardenas-Valencia, A. M., Byrne, R. H., Calves, M., Langebrake, L., Fries, D. P., and Steimle, E. T. (2007). “Development of stripped-cladding optical fiber sensors for continuous monitoring. II: Referencing method for spectral sensing of environmental corrosion.” Sens. Actuators B, 122, 410–418.
Clemeña, G. G., and Virmani, Y. P. (2003). “Comparison of the corrosion resistance of selected metallic reinforcing bars for extension of service life of future concrete bridges in outdoor concrete blocks.” Proc., Corrosion/03, NACE International, San Diego, Calif., paper 03298.
Cui, F., and Sagüés, A. A. (2001). “Corrosion behavior of stainless clad rebar.” Proc., Corrosion/01, NACE International, Houston, Tex., paper 01645.
Cui, F., and Sagüés, A. A. (2003). “Corrosion performance of stainless clad reinforcing bar in concrete.” Proc., Corrosion/03, NACE International, San Diego, Calif., paper 03310.
Darwin, D., Browning, J., Nguyen, T. V., and Locke, C. E. (2002). “Mechanical and corrosion properties of high strength, high chromium reinforcing steel for concrete.” Rep. No. SD2001-05-F, South Dakota Dept. of Transportation, Pierre, S.D.
Fuhr, P. L., and Huston, D. R. (1997). “Corrosion detection in reinforced concrete roadways and bridges via embedded fiber optic sensors.” Smart Mater. Struct., 7(1998) 217–228.
Hartt, W. H., Powers, R. G., Leroux, V., and Lysogorski, D. K. (2004). “Critical literature review of high performance corrosion reinforcements in concrete bridge applications.” Rep. No. FHWA-RD-04-093, Federal Highway Administration.
Jenkins, J. F. (1986). “Validation of Nitronic 33 in reinforced and prestressed concrete.” Rep. No. TN-1764, Naval Civil Engineering Laboratory, Port Hueneme, Calif.
Liu, W. (2001). “Electromagnetic modeling of embedded metallic structures for nondestructive evaluation using time domain reflectometry.” Ph.D. dissertation, Univ. of Delaware, Newark, Del.
Liu, W., Hunsperger, R., Chajes, M., Folliard, K., and Kunz, E. (2002). “Corrosion detection of steel cables using time domain reflectometry.” J. Mater. Civ. Eng., 14(3), 217–223.
Liu, W., Hunsperger, R., Chajes, M., and Kunz, E. (2001). “An overview of corrosion damage detection in steel bridge strands using TDR.” Proc., 2nd Int. Symp. on TDR for Innovative Applications, Northwestern University, Evanston, Ill.
Montemor, M. F., et al. (2006). “Multiprobe chloride sensor for in situ monitoring of reinforced concrete structures.” Cem. Concr. Compos., 28, 233–236.
Muralidharan, S., et al. (2006). “Electrochemical studies on the solid embeddable reference sensors for corrosion monitoring in concrete structure.” Mater. Lett., 60, 651–655.
Nurnberger, U., Beul, W., and Onuseit, G. (1993). “Corrosion behavior of welded stainless reinforced steel in concrete.” Otto-Graf J., 4, 225.
Reis, R., Gallahar, M., and Meline, R. (2006). “Evaluation of the VTI ECI-1 embedded corrosion instrument.” Rep. No. FHWA/CA/TL-2003/07/ECI-1, California Dept. of Transportation, Sacramento, Calif.
Transportation Research Board (TRB). (1991). “Highway deicing–Comparing salt and calcium magnesium acetate.” Transportation Research Record. 235, Transportation Research Board, Washington, D.C.
Watters, D. G., Bahr, A. J., Jayaweera, P., and Huestis, D. L. (2003). “SMART PEBBLES: Passive embeddable wireless sensors for chloride ingress monitoring in bridge decks.” Rep. No. FHWA/CA/TL-2003/07, California Dept. of Transportation, Sacramento, Calif.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 14Issue 4November 2009
Pages: 152 - 158

History

Received: Jun 30, 2008
Accepted: Jan 15, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009

Permissions

Request permissions for this article.

Authors

Affiliations

A. K. Agrawal, M.ASCE
Professor, Dept. of Civil Engineering, The City College of the City Univ. of New York, New York, NY 10031.
Z. Yi
Engineer, Ammann and Whitney, New York, NY 10014.
S. Alampalli, F.ASCE
Director, Bridge Evaluation Services Bureau, New York State Dept. of Transportation, Albany, NY 12232 (corresponding author).
M. Ettouney, F.AEI
Principal, Applied Research, Weidlinger Associates, New York, NY 10014.
L. King
Deputy Chief Engineer, Div. of Bridges, New York City Dept. of Transportation, New York, NY 10038.
K. Hui
Engineer, Div. of Bridges, New York City Dept. of Transportation, New York, NY 10038.
M. Patel
Engineer, Div. of Bridges, New York City Dept. of Transportation, New York, NY 10038.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share