Case Studies
Oct 25, 2018

Nondestructive Evaluation of External Post-Tensioning Systems to Detect Grout Defects

Publication: Journal of Structural Engineering
Volume 145, Issue 1

Abstract

Management of bridge assets requires a life-cycle approach that balances design and construction of new bridges, and maintenance of existing bridge stock. There has been a growing need for inspection, maintenance, repair, and strengthening of existing bridge structures due to aging transportation infrastructure. Condition assessment of post-tensioning systems could allow bridge owners to take timely, proactive actions to mitigate or prevent further deterioration and unanticipated failure. An experimental study to evaluate various nondestructive evaluation (NDE) techniques for the condition assessment of grout defects in external post-tensioning systems is presented. To evaluate the NDE technologies, a full-scale post-tensioned girder specimen was constructed at the Texas A&M University RELLIS Campus. Several grout defects including voids, water infiltration, and compromised grout were fabricated and placed in the specimen for the evaluation of the NDE methods. The research team, in collaboration with several industry partners, used various NDE technologies, such as sounding, impact echo, low-frequency ultrasound, ground-penetrating radar, infrared thermography, and electrical capacitance tomography, to evaluate the grout condition of the external tendons of the post-tensioned girder specimen. Comparison of the test results with the actual defects revealed the performance of each method in detecting the location and the severity of the various grout defects in the external tendons of the post-tensioning system.

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Acknowledgments

This project was sponsored by AASHTO, in cooperation with the Federal Highway Administration, and was conducted through the National Cooperative Highway Research Program (NCHRP) (Grant No. NCHRP 14-28). The project team would like to thank the senior program officer Dr. Waseem Dekelbab and all NCHRP panel members for their input during the various phases of the project.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 145Issue 1January 2019

History

Received: Feb 13, 2017
Accepted: Jun 21, 2018
Published online: Oct 25, 2018
Published in print: Jan 1, 2019
Discussion open until: Mar 25, 2019

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Authors

Affiliations

Postdoctoral Research Associate, Major Highway Structures, Texas A&M Transportation Institute, College Station, TX 77843 (corresponding author). ORCID: https://orcid.org/0000-0003-4713-3102. Email: [email protected]
Madhu M. Karthik
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Palakkad, Kozhippara, Kerala 678557, India.
Stefan Hurlebaus
Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.
Mary Beth D. Hueste, M.ASCE
Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

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