TECHNICAL PAPERS
Feb 12, 2010

Rank Correlation Method for Evaluating Manual Pavement Distress Data Variability

Publication: Journal of Infrastructure Systems
Volume 16, Issue 1

Abstract

Evaluations of surface distresses in pavements, such as cracking, bleeding, and raveling, are often used as one component of overall pavement condition indexes. Both manual and automated survey methods are available for pavement distress evaluation; however, all distress evaluations experience a certain level of variability in their results. How this level of variability is determined depends on the type of data collected during the pavement distress evaluations. When distress data are collected as ordinal values, the variability may be determined by comparison of pairs of ranked values. This paper presents one rank correlation method, Kendall’s correlation coefficient, and illustrates how it can be used to assess variability in ordinal distress data collected through manual surveys. Using Kendall’s correlation coefficient, variability between different raters and variability between multiple evaluations by one rater were determined for each individual distress type. As a result, the ratings for certain distresses such as bleeding were found to have a high level of variability. This information can be useful when used to develop training programs to reduce data variability.

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Acknowledgments

The writers acknowledge the financial support received for the initial data collection from the U.S. Federal Highway Administration (FHWA) and the New Mexico Department of Transportation (NMDOT).

References

Daleiden, J. F., and Simpson, A. L. (1998). “Off-the-wall pavement distress variability study.” Transp. Res. Rec., 1643, 62–70.
Gramling, W. L. (1994). “Current practices.” Determining pavement condition: NCHRP synthesis of highway practice No. 203, Transportation Research Board, Washington, D.C.
Haas, R., Hudson, W. R., and Zaniewski, J. (1994). Modern pavement management, Krieger, Malabar, Fla.
Kendall, M., and Gibbons, J. D. (1990) Rank correlation method, 5th Ed., Hodder and Stoughton, U.K.
Livneh, M. (1994) “Repeatability and reproducibility of manual pavement distress survey methods.” Proc., 3rd Int. Conf. on Managing Pavements, Vol. 2, Transportation Research Board, Washington, D.C., 279–289.
Prakash, A., Sharma, B. N., and Kazmierowski, T. J. (1994). “Investigation into observational variations in pavement condition survey.” Proc., 3rd Int. Conf. on Managing Pavements, Vol. 2, Transportation Research Board, Washington, D.C., 290–301.
Rada, G. R., Bhandari, R. K., Elkins, G. E., and Bellinger, W. Y. (1997). “Assessment of long-term pavement performance program manual distress data variability: bias and precision.” Transp. Res. Rec., 1592, 151–168.
Smith, R. E., Freeman, T. J., and Pendleton, O. J. (1998). “Contracting for pavement distress data collection.” Transp. Res. Rec., 1643, 80–85.
Zimmerman, K. A., and Knox, R. (1998). “Improving IDOT’s pavement condition rating process.” J. Infrastruct. Syst., 4(2), 79–85.

Information & Authors

Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 16Issue 1March 2010
Pages: 66 - 72

History

Received: Jan 8, 2008
Accepted: Jul 27, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010

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Authors

Affiliations

Susan M. Bogus, M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. of New Mexico, Albuquerque, NM 87131-0001 (corresponding author). E-mail: [email protected]
Jongchul Song [email protected]
Assistant Professor, Dept. of Construction Management and Engineering, North Dakota State Univ., Fargo, ND 58105. E-mail: [email protected]
Raymond Waggerman [email protected]
Research Assistant, Dept. of Civil Engineering, Univ. of New Mexico, Albuquerque, NM 87131-0001. E-mail: [email protected]
Lary R. Lenke [email protected]
Senior Research Engineer, Dept. of Civil Engineering, Univ. of New Mexico, Albuquerque, NM 87131-0001. E-mail: [email protected]

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