Technical Papers
May 30, 2012

New Method for Detecting Asphalt Contamination within Fine Aggregate Medium through Chemical Testing

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 2

Abstract

A method has been developed using gel permeation chromatography (GPC), also known as size exclusion chromatography (SEC), for examining extracted material from fine aggregate to identify asphalt contamination within the fine aggregate. This method development was initiated after the authors’ research group was contacted by a major contractor who voiced concern regarding potential asphalt contamination of fine aggregates. The problem with fine aggregate contamination concerns alteration of optimum asphalt content and the resulting change in asphalt performance grade. Contamination is brought about because of the presence of small amounts of asphalt cement that are undetectable by the unaided eye. This study evaluated two sands of known origin that were contaminated with PG64-22 asphalt and one additionally contaminated with PG82-22 asphalt, all at very low percentages. A traditional method of asphalt content testing, the AASHTO ignition oven method, was compared with the newly developed method. For GPC sampling, Soxhlet extraction was performed on fine aggregates using the asphalt solvent tetrahydrofuran (THF). The recovered material was then injected in solution into the GPC for evaluation. The GPC method yields convincing evidence of asphalt contamination and a more accurate estimation of percent asphalt contamination within fine aggregates.

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Acknowledgments

The authors thank Brad Miller and Tom Malmgren of the University of Tennessee Polymer Characterization Laboratory for their guidance and assistance.

References

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 2February 2013
Pages: 252 - 256

History

Received: Oct 17, 2011
Accepted: May 25, 2012
Published online: May 30, 2012
Published in print: Feb 1, 2013

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Authors

Affiliations

Benjamin F. Bowers [email protected]
M.ASCE
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee-Knoxville, Knoxville, TN 37996. E-mail: [email protected]
Baoshan Huang [email protected]
M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee-Knoxville, Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee-Knoxville, Knoxville, TN 37996. E-mail: [email protected]

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