Technical Papers
Dec 23, 2011

Evaluation of Superpave HMA Mixture Properties at the Plant versus behind the Paver: Statistical Comparison of QC and QA Data

Publication: Journal of Transportation Engineering
Volume 138, Issue 7

Abstract

State highway agencies concerned with lower asphalt levels and potential durability problems in hot-mix asphalt (HMA) mixtures designed with superior performing asphalt pavements (Superpave) have lead efforts to explore strategies for improving Superpave mix design. This study addressed the differences in HMA properties that have been observed over the years between samples taken at the plant versus behind the paver for Superpave designed mixtures in Maryland. A large set of Maryland State Highway Administration (MSHA) quality assurance (QA) and quality control (QC) data were analyzed statistically in the context of current specifications. Statistical analysis found that the means and standard deviations of the QC and QA data represent different populations. Because the material leaving the asphalt plant is the same material that is compacted behind the paver, some relationship between the plant and field properties is expected. However, attempts to define transfer functions between QA and QC measurements to use both data sets in HMA acceptance testing encountered low levels of statistical significance.

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References

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Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 138Issue 7July 2012
Pages: 924 - 932

History

Received: May 31, 2011
Accepted: Dec 20, 2011
Published online: Dec 23, 2011
Published in print: Jul 1, 2012

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Authors

Affiliations

Sahand S. Karimi, A.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]
Dimitrios G. Goulias [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742 (corresponding author). E-mail: [email protected]
Charles W. Schwartz, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]

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