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contributor authorSusan M. Bogus
contributor authorJongchul Song
contributor authorRaymond Waggerman
contributor authorLary R. Lenke
date accessioned2017-05-08T21:21:39Z
date available2017-05-08T21:21:39Z
date copyrightMarch 2010
date issued2010
identifier other%28asce%291076-0342%282010%2916%3A1%2866%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48419
description abstractEvaluations 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.
publisherAmerican Society of Civil Engineers
titleRank Correlation Method for Evaluating Manual Pavement Distress Data Variability
typeJournal Paper
journal volume16
journal issue1
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)1076-0342(2010)16:1(66)
treeJournal of Infrastructure Systems:;2010:;Volume ( 016 ):;issue: 001
contenttypeFulltext


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