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First published January 2005

Application of Reliability Concept in Concrete Pavement Rehabilitation Decision Making

Abstract

The application of reliability analysis during pavement design is essential to an understanding of the effects of variability on the quality of pavements so that those pavements can provide safe and comfortable service to the public. As well as being durable in service, these pavements must have minimum life-cycle costs (LCCs). Strategic analysis of pavement evaluation and repair (SAPER) software (Version 2.0) is an analysis tool developed on behalf of FHWA to assist with the evaluation and selection of appropriate strategies for the maintenance, rehabilitation, and reconstruction (MRR) of concrete pavements at the project level, where design reliability is incorporated through a decision-making process (DMP). This paper describes the current practice for including reliability concepts in the SAPER software. It addresses the reliability approach used in a DMP and for prediction of pavement life extension for various distress models and the associated LCCs that incorporate reliability analysis for candidate MRR strategies. It shows that the reliability approach used in a DMP provides a simple, practical, and precise way to take into account the various factors that control pavement performance. The results for typical examples of pavement strategy selection approaches with various reliability parameters indicate that these parameters play an important role and must be considered through MRR strategy selection.

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References

1. AASHTO Guide for Design of Pavement Structures. AASHTO, Washington, D.C., 1986.
2. AASHTO Guide for Design of Pavement Structures. AASHTO, Washington, D.C., 1993.
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4. NCHRP. NCHRP Project 1–37: Development of the 2002 Guide for the Design of New and Rehabilitated Pavement Structures. www.2002designguide.com/ and www4.trb.org/trb/crp.nsf/All+Projects/NCHRP+1-37. Accessed March 2004.
5. McCullough B. F., and Rasmussen R. O. Fast-Track Paving: Concrete Temperature Control and Traffic Opening Criteria for Bonded Concrete Overlay, Vol. II. Report FHWA-RD-98-168. FHWA, U.S. Department of Transportation, Oct. 1999.
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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

Juanya Liu
Texas Transportation Institute, Room 501H, CE/TTI Building Texas A&M University, College Station, TX 77843-3136.
Dan G. Zollinger
Department of Civil Engineering, Room 503E, CE/TTI Building, Texas A&M University, College Station, TX 77843-3136.
Shiraz D. Tayabji
Construction Technology Laboratories, Inc., Suite 312, 5565 Sterrett Place, Columbia, MD 21044.
Kurt D. Smith
Applied Pavement Technology, Inc., Suite C, 3001 Research Road, Champaign, IL 61822.

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Crossref: 2

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