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First published January 2005

Asphalt Pavement Rehabilitation Treatment: Analysis of 20 Years of Performance

Abstract

The condition of pavements in northwestern Pennsylvania was extremely poor in the early 1980s. Several methods of pavement rehabilitation of asphalt-surfaced highways were used to improve pavement performance and the management of pavement investment. This paper analyzes the performance of a number of these sections after 21 years. The results from the analysis show that, relative to conventional milling and leveling with placement of an overlay, the appropriate application of stress-absorbing membrane interlayers (SAMIs) and of cold in-place recycling has been effective for both performance and relative cost-effectiveness. The analysis also shows that for a subsequent generation of rehabilitation, the benefit of these treatments continues to be evident. As a result of this study, it is recommended that highway owners seriously evaluate rehabilitation treatments other than conventional milling and leveling with placement of an overlay. The performance of SAMI and cold-recycled sections in this instance has more than justified the additional expense of the construction.

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References

1. Pavement Condition Survey Manual. Publication 36. Pennsylvania Department of Transportation, Harrisburg, April 1988.
2. Automated Pavement Condition Field Survey Manual. Publication 336. Pennsylvania Department of Transportation, Harrisburg, April 2004.
3. Pavement Policy Manual. Publication 242. Pennsylvania Department of Transportation, Harrisburg, 1996.
4. Maupin G. W., and Payne C. W. Evaluation of Asphalt Rubber Stress-Absorbing Membrane. Virginia Transportation Research Council, Char-lottesville, 1997.
5. Morian D. A., Oswalt J., and Deodhar A. Experience with Cold In-Place Recycling as a Reflective Crack Control Technique: Twenty Years Later. In Transportation Research Record: Journal of the Transportation Research Board, No. 1869, Transportation Research Board of the National Academies, Washington, D.C., 2004, pp. 47–55.
6. MS-21: Asphalt Cold Mix Recycling. Asphalt Institute, Lexington, Ky., 1998.
7. Sayers M. W., Gillespie T. D., and Queiroz C. A. V. The International Road Roughness Experiment: A Basis for Establishing a Standard Scale for Road Roughness Measurements. In Transportation Research Record 1084, TRB, National Research Council, Washington, D.C., 1986, pp. 76–85.
8. Morian D. A., Gibson S. D., and Epps J. A. Maintaining Flexible Pavements—The Long-Term Pavement Performance Experiment SPS-3, 5-Year Data Analysis. Publication FHWA-RD-97–102. FHWA, U.S. Department of Transportation, 1998.
9. Walls J., and Smith M. R. Life-Cycle Cost Analysis in Pavement Design—In Search of Better Investment Decisions. Publication FHWA-SA-98-079. FHWA, U.S. Department of Transportation, 1998.

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Article first published: January 2005
Issue published: January 2005

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© 2005 National Academy of Sciences.
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Authors

Affiliations

Dennis A. Morian
Quality Engineering Solutions, Inc., 405 Water Street, Conneaut Lake, PA 16316.
Yanqing Zhao
Quality Engineering Solutions, Inc., 405 Water Street, Conneaut Lake, PA 16316.
Janice Arellano
Bureau of Maintenance & Operations, Pennsylvania Department of Transportation, 907 Elmerton Avenue, Harrisburg, PA 17110.
Donald E. Hall
District 1-0, Pennsylvania Department of Transportation, 255 Elm Street, Oil City, PA 16301.

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