TECHNICAL PAPERS
Nov 15, 2010

Accuracy of Ground-Penetrating Radar for Concrete Pavement Thickness Measurement

Publication: Journal of Performance of Constructed Facilities
Volume 24, Issue 6

Abstract

Core extraction is the most common method for measuring concrete layer thickness in pavement construction. Although this method provides a very accurate thickness measurement, it is destructive, time-consuming, and does not provide adequate representation of the concrete layer thickness variability. Ground-penetrating radar (GPR) is a nondestructive evaluation technique that has been successfully used in several transportation applications, such as subsurface exploration and condition assessment. The main objective of this research is to investigate the accuracy and cost-effectiveness of using GPR in thickness measurement of concrete pavement for quality assurance purposes. A high-resolution 1.6-MHz ground-coupled antenna was used to perform grid scans and measure concrete thickness for several laboratory and field experiments. Results indicated that the use of metal objects underneath the concrete layer to improve bottom surface reflectivity was necessary for a reliable thickness measurement. Also, the use of calibration cores to determine the actual dielectric properties of the concrete was essential for accurate thickness calculation. An average accuracy of 98.5% was achieved when steel plates were used underneath the concrete layer and two cores were extracted for calibration. The effect of concrete age on GPR thickness measurement accuracy was also investigated.

Get full access to this article

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

Acknowledgments

This project was sponsored by the Nebraska Department of Roads (NDOR) and the University of Nebraska-Lincoln. The support of the technical advisory committee (TAC) members is gratefully acknowledged. They spent a lot of time and effort in coordinating this project, discussing its technical direction, and inspiring the university researchers. Acknowledgment also goes to the undergraduate and graduate students who participated in the different phases of the project.

References

Al-Qadi, I. L., and Lahour, S. (2004). “Ground-penetrating radar: State of the practice for pavement assessment.” Mater. Eval., 42(7), 759–763.
ASTM. (2006a). “Standard test method for determining the thickness of bound pavement layers using short-pulse radar.” D4748-06, West Conshohocken, Pa.
ASTM. (2006b). “Standard test method for measuring thickness of concrete elements using drilled concrete cores.” C174/C174M-06, West Conshohocken, Pa.
Kurtz, J., Choubane, B., and Fernando, E. (2001). “Improved roadway subsurface thickness measurement and anomaly identification with ground-penetrating radar.” Rep. No. BC-354-6, Florida DOT, Tallahassee, Fla.
Loulizi, A., Al-Qadi, I. L., and Lahouar, S. (2003). “Optimization of ground-penetrating radar data to predict layer thickness in flexible pavements.” J. Transp. Eng., 129(1), 93–99.
Maierhofer, C. (2003). “Nondestructive evaluation of concrete infrastructure with ground-penetrating radar.” J. Mater. Civ. Eng., 15(3), 287–297.
Maser, K. R. (1996). “Condition assessment of transportation infrastructure using ground-penetrating radar.” J. Infrastruct. Syst., 2(2), 94–101.
Meyer, K., Erdogmus, E., Morcous, G., and Naughtin, M. (2008). “Use of ground-penetrating radar for accurate concrete thickness measurements.” Proc., 2008 Architectural Engineering Conf., Architectural Engineering Institute (AEI), Denver.
Olhoeft, G., and Smith, S. (2000). “Automatic processing and modeling of GPR data for pavement thickness and properties.” Proc., 8th Int. Conf. on Ground-Penetrating Radar, SPIE, Bellingham, Wash.
Scuillion, T., Lau, C. L., and Chen, Y. (1994). “Implementation of Texas ground-penetrating radar system.” Rep. No. 1233-1, Texas Transportation Institute, College Station, Tex.
Willett, D. A., Mahboub, K. C., and Rister, B. (2006). “Accuracy of ground-penetrating radar for pavement-layer thickness analysis.” J. Transp. Eng., 132(1), 96–103.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 24Issue 6December 2010
Pages: 610 - 621

History

Received: Jan 30, 2009
Accepted: Jan 21, 2010
Published online: Nov 15, 2010
Published in print: Dec 2010

Permissions

Request permissions for this article.

Authors

Affiliations

George Morcous, Ph.D., A.M.ASCE [email protected]
P.E.
Associate Professor, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, 105B PKI, 1110 South 67th St., Omaha, NE (corresponding author). E-mail: [email protected]
Ece Erdogmus, Ph.D., A.M.ASCE [email protected]
Associate Professor, Durham School of Architectural Engineering and Construction, Univ. of Nebraska-Lincoln, 205A PKI, 1110 South 67th St., Omaha, NE. E-mail: [email protected]

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