Sample Size Analysis for Asphalt Pavement Quality Control
Publication: Journal of Infrastructure Systems
Volume 5, Issue 4
Abstract
A review of the quality assurance practices of Alberta Transportation & Utilities was undertaken for each of three quality test measures: (1) Asphalt content; (2) percent compaction; and (3) aggregate gradation. The primary objective of the study was to determine how reducing the number of tests per lot affect the lot mean values and the degree of confidence in the quality results. The secondary objective was to determine the effect a change in the sample size would have on the quality-related price adjustments to the contractor. Two methods were used to compare the number of samples and their resulting mean values. First, the minimum number of samples required to stay within the variance allowed in the specifications, given the variance of the samples, was determined. Second, the mean values derived from sample sizes of five, four, and three were compared using one-way ANOVA and independent T-tests. The study found that the minimum number of tests for asphalt content, percent compaction, and aggregate gradation could be reduced. The effect on the price adjustments to the contractor given the reduced number of test samples was negligible.
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References
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Cowden, D. J. (1957). Statistical methods in quality control. Prentice-Hall, Englewood Cliffs, N.J.
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Green, S. B., and Salkind, N. J. (1997). Using SPSS for Windows: Analyzing and understanding data. Prentice-Hall, Englewood Cliffs, N.J.
3.
Palsat, D., and McMillan, C. (1994). “End product specifications—eight years of experience by Alberta Transportation and Utilities.” Proc., Int. Rd. Fedn. Conf., Alberta Transportation and Utilities, Calgary, Canada.
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Rilett, L. R. (1998). “Effect of variability on end product specifications.”J. Constr. Engrg. and Mgmt., ASCE, 124(2), 139–145.
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Received: Apr 21, 1998
Published online: Dec 1, 1999
Published in print: Dec 1999
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