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Research article
First published January 1997

Detection and Monitoring of Cracks in Asphalt Pavement Under Texas Mobile Load Simulator Testing

Abstract

The Texas mobile load simulator (TxMLS) is a newly developed accelerated pavement testing device used to evaluate pavement performance under real trafficking loads. This evaluation is performed by applying trafficking loads and monitoring surface distress, such as cracking and rutting, in conjunction with a number of other measurements of the pavement, such as those conducted with the falling weight deflectometer, multidepth deflectometer, strain gauge, pressure cells, and seismic (stress-wave) tests. A procedure for monitoring the progressive degradation of the asphalt surface was developed using the spectral-analysis-of-surface-waves (SASW) technique. This procedure was applied with the TxMLS and proved to be equally effective. SASW tests that were performed intermittently between trafficking phases on trafficked and untrafficked areas show (a) the effect of temperatures and frequencies on the asphalt moduli, (b) the importance of temperature and frequency corrections in analyzing the degradation of the asphalt surface layer, and (c) the long-term trends in surface-wave velocities (and hence, moduli) of the surface layer with increasing number of load applications. It was found that stiffness of the asphalt layer in the longitudinal direction was progressively reduced under trafficking. Concurrently, surface cracking progressively increased. The reduction in longitudinal stiffness occurred at a faster rate than the crack growth. In contrast, the reduction in the stiffness of the asphalt layer in the transverse direction was slower, probably because the main mode of cracking was transverse. The feasibility of using SASW testing as a predictor of degradation and imminent cracking was confirmed with these studies.

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References

1. Aouad M. F. Evaluation of Flexible Pavements and Subgrade Spectral-Analysis-of-Surface-Waves Method. Ph.D. dissertation. University of Texas, Austin, 1993.
2. Lee J., Hugo F., and Stokoe K. H. II. Using SASW for Monitoring Low-Temperature Asphalt Degradation Under the Model Mobile Load Simulator (MMLS). Preliminary Research Report 1934-2. Center for Transportation Research, University of Texas, Austin, Nov. 1993.
3. Roesset J. M., Chang D.-W., Stokoe K. H. II, and Aouad M. Modulus and Thickness of the Pavement Surface Layer from SASW Tests. In Transportation Research Record 1260, TRB, National Research Council, Washington, D.C., 1990, pp. 53–63.
4. Stokoe K. H. II, Wright S. G., Bay J. A., and Roesset J. M. Characterization of Geotechnical Sites by SASW Method. In Geophysical Characterization of Sites (volume prepared by ISSMFE Technical Committee 10 for 13th ICSMFE/CIMSTF), New Delhi, India, 1994, pp. 15–26.
5. Hugo F. MLS Test Plan, Phase I—Victoria Texas. Report 1978-1. Center for Transportation Research, University of Texas, Austin, March 1996.
6. Sousa J. B., and Monismith C. L. Dynamic Response of Paving Materials. In Transportation Research Record 1136, TRB, National Research Council, Washington, D.C., 1988, pp. 57–68.
7. Lytton R. L., Little D. N., Williams D., and Kim Y. R. Propagation and Healing of Micro-Cracks in Asphalt Concrete and Their Contribution to Fatigue. In Asphalt Science and Technology, Marcel Dekker, Inc., New York, in press.
8. Hugo F., Lee N.-K. J., Scullion T., and Fults K. A Rational Evaluation of Pavement Performance Using the Texas Mobile Load Simulator. Paper submitted for presentation and publication at 8th International Conference on Asphalt Pavements, Seattle, Aug. 1997.

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Article first published: January 1997
Issue published: January 1997

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© 1997 National Academy of Sciences.
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Authors

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N.-K. J. Lee
Civil Engineering Department, University of Texas, Austin, Tex. 78712
F. Hugo
Civil Engineering Department, University of Texas, Austin, Tex. 78712
K. H. Stokoe, II
Civil Engineering Department, University of Texas, Austin, Tex. 78712

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