Technical Notes
Dec 16, 2012

Prediction of Asphalt Pavement Temperature Profile During FWD Testing: Simplified Analytical Solution with Model Validation Based on LTPP Data

Publication: Journal of Transportation Engineering
Volume 139, Issue 1

Abstract

A pavement temperature profile is indispensable for analyzing and interpreting falling weight deflectometer (FWD) testing data. This paper presents a simple analytical approach to rapidly predicting the transient temperature profile within the asphalt layer of a flexible pavement on the basis of measured surface temperatures during FWD testing. The proposed analytical approach consists of the classical solution of a one-dimensional heat equation in a homogeneous half-space subjected to specified surface temperatures and a Gaussian-quadrature numerical scheme to approximate the classical solution. Model validation was conducted using a large temperature database. Comparisons between predicted and measured pavement subsurface temperatures suggest that the proposed simplified analytical method generated a reasonable asphalt temperature profile during the short period of FWD testing. The main advantage of the proposed method is that it can be easily applied to assist field engineers in rapidly estimating the temperature profile within the asphalt layer of a multilayered flexible pavement based on measured pavement surface temperatures during FWD testing.

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Acknowledgments

This research was performed while the author held a National Research Council Research Associateship Award at the Turner-Fairbank Highway Research Center, Federal Highway Administration. The author thanks Jane Jiang for her suggestion on error analysis and Dr. Sean Lin for his help in extracting LTPP FWD temperature data in this study.

References

Burden, R. L., and Faires, J. D. (2001). Numerical analysis, 7th Ed., Brooks/Cole, Belmont, CA.
Carslaw, H. S., and Jaeger, J. C. (1959). Conduction of heat in solids, Oxford University Press, New York.
Federal Highway Administration (FHWA). (2011)., McLean, VA.
Huang, Y. H. (2004). Pavement analysis and design, 2nd Ed., Pearson Education, New York.
Lukanen, E. O., Stubstad, R. N., and Briggs, R. (2000). “Temperature predictions and adjustment factors for asphalt pavements.”, Federal Highway Administration, McLean, VA.
Shao, L., Park, S. W., and Kim, Y. R. (1997). “Simplified procedure for prediction of asphalt pavement subsurface temperatures based on heat transfer theories.”, Transportation Research Board, Washington, DC, 1–11.
Steen, N. M., Byrne, G. D., and Gelbard, E. M. (1969). “Gaussian quadratures for the integrals 0exp(x2)f(x)dx and 0bexp(x2)f(x)dx.” Math. Comput., 23, 661–671.
Strauss, W. A. (1992). Partial differential equations: An introduction, Wiley, New York.
Yoder, E. J., and Witczak, M. W. (1975). Principles of pavement design, Wiley, New York, 181.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 139Issue 1January 2013
Pages: 109 - 113

History

Received: Mar 6, 2012
Accepted: Jul 24, 2012
Published online: Dec 16, 2012
Published in print: Jan 1, 2013

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Authors

Affiliations

National Research Council Postdoctoral Research Associate, Turner-Fairbank Highway Research Center, Federal Highway Administration, FHWA/HRDI-30/F-209, 6300 Georgetown Pike, McLean, VA 22101. E-mail: [email protected]

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