TECHNICAL PAPERS
Apr 1, 2005

Underwater Fiber–Reinforced Polymers Repair of Prestressed Piles in the Allen Creek Bridge

Publication: Journal of Composites for Construction
Volume 9, Issue 2

Abstract

This paper presents an overview of a demonstration project in which corroding prestressed piles located in tidal waters were wrapped underwater using carbon and glass fiber-reinforced polymer material. An innovative instrumentation scheme was developed to allow assessment of the prewrap and postwrap corrosion state using linear polarization. This system is simple to install and eliminates the need for wiring or junction boxes. The underwater wrap used a unique water-activated urethane resin system that eliminated the need for cofferdam construction. Linear polarization measurements taken before and after wrapping indicate that the corrosion rate in the wrapped specimens is consistently lower than those in its unwrapped counterpart. These preliminary findings are encouraging and suggest that underwater wrapping without cofferdam construction may provide a cost-effective solution for pile repair.

Get full access to this article

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

Acknowledgments

This study was performed in cooperation and with funding from the State of Florida and U.S. Department of Transportation. This support is gratefully acknowledged. The assistance and guidance of Mr. Jose Garcia and Mr. Steve Womble from the Florida Department of Transportation is gratefully acknowledged. The writers are indebted to Air Logistics, Pasadena, CA, for their assistance throughout this study. They especially thank Mr. Franz Worth and Mr. Steve Bazinet, who participated in the laboratory demonstration and also in the field wrap. The writers thank graduate students Mr. Ivan Gualtero, Mr. Kevin Johnson, Mr. Mike Stokes, and Mr. Kadir Uslu for their contribution.
The opinions, findings, and conclusions expressed in this publication are those of the writers and not necessarily those of the Florida or U.S.  Departments of Transportation.

References

Air Logistics Corporation. (2002). Aquawrap repair system, Pasadena, Calif.
Bazinet, S., Cercone, L., and Worth, L. (2003). “Innovative FRP piling repair without the use of cofferdams.” Proc., 48th Int. SAMPE J. Conf., Society for the Advancement of Material and Process Engineering, Corvina, Calif., 2201–2206.
Fischer, J., Mullins, G., and Sen, R. (2000). “Strength of repaired piles.” Final Rep., Florida Department of Transportation, Tallahassee, Fla.
Halstead, J., Connor, J., Luu, K., Alampalli, S., and Minser, A. (2000). “Fiber-reinforced polymer wrapping of deteriorated concrete columns.” Transportation Research Record 1696, Transportation Research Board, Washington, D.C., 124–130.
Mindess, S., Young, J., and Darwin, D. (2003). Concrete, Prentice-Hall, Englewood Cliffs, N.J.
Neale, K. W., and Labossiere, P. (1998). “Fiber composite sheets in cold climate rehab.” Concr. Int., 20(6), 22–24.
Scheffy, C. F. (1981). “Bridge deck deterioration—a 1981 perspective.” FHWA Memorandum, Federal Highway Administration Office of Research, Washington, D.C.
Sen, R. (2003). “Advances in the application of FRP for repairing corrosion damage.” Progress in Structural Engineering and Materials, 5(2), 99–113.
Sen, R., Mullins, G., and Snyder, D. (1999). “Ultimate capacity of corrosion damaged piles.” Final Rep., Florida Dept. of Transportation, Tallahassee, Fla.
Shahawy, M., Mullins, G., and Sen, R. (2004). “CFRP repair and strengthening of structurally deficient piles.” Transp. Res. Rec., manuscript under review.
Suh, K. S. (2002). “Effectiveness of CFRP in reducing corrosion rate of prestressed members.” MS thesis, Dept. of Civil and Environmental Engineering, University of South Florida, Tampa, Fla.
Suh, K. S., Mullins, G., Sen, R., and Winters, D. (2004). “Use of FRP for corrosion strengthening applications in a marine environment.” Interim Rep., Contract No. BC353 RPWO#37, University of South Florida, Tampa, Fla.
Tarricone, P. (1995). “Composite sketch.” Civ. Eng. Mag., 52–55.
Vaysburd, A. M., and Emmons, P. H. (2000). “How to make today’s repairs durable for tomorrow—corrosion protection in concrete repair.” Constr. Build. Mater., 14, 189–197.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 9Issue 2April 2005
Pages: 136 - 146

History

Received: Dec 2, 2003
Accepted: Mar 23, 2004
Published online: Apr 1, 2005
Published in print: Apr 2005

Permissions

Request permissions for this article.

Authors

Affiliations

Gray Mullins, M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, FL 33620.
Rajan Sen, F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, FL 33620.
Kwangsuk Suh
PhD Candidate, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, FL 33620.
Danny Winters
Research Associate, Dept. of Civil and Environmental Engineering, Univ. of South Florida, Tampa, FL 33620.

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