TECHNICAL PAPERS
Dec 15, 2009

Effects of Coarse Aggregate Coatings on Concrete Performance

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 1

Abstract

There is evidence that the presence of certain microfine coatings (75μm) on coarse aggregates encountered in actual field conditions and accepted for state projects has adverse consequences for the properties of hardened concrete. The purpose of this research was to investigate the influence of natural coarse aggregate coatings on physical properties of concrete and to establish how each of the three common monitoring tests (ASTM C117, Caltrans Test No. 227, and AASHTO TP57) predict the influence of these coatings on the quality of the resulting concrete. Seven mixtures of concrete were prepared with coarse aggregate containing two types of coatings: natural field-coated aggregates, and manufactured coated samples of dust and clay fines. The effects of these coatings on concrete performance were assessed by comparing the relative changes in the physical and mechanical properties of the concrete against concrete made with washed aggregate. The study confirmed that the extent and nature of the impact depend on the quantity and nature of the microfine, and therefore the current ASTM C117 is not an adequate monitoring tool.

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Acknowledgments

Financial support for this research by the Wisconsin Department of Transportation through the Wisconsin Highway Research Program under Grant No. UNSPECIFIED0092-00-07 is gratefully acknowledged. Accomplishment of the research was achieved through the valued contributions of a team of experts in both the WisDOT and participating industry. The cooperation of member companies of the Wisconsin Concrete Pavement Association in working in the field, and the technical and administrative assistance of WCPA staff were the key for the completion of the work.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 1January 2010
Pages: 96 - 103

History

Received: Jun 18, 2008
Accepted: Jun 3, 2009
Published online: Dec 15, 2009
Published in print: Jan 2010

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Authors

Affiliations

Jose F. Muñoz [email protected]
Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, 2258 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706. E-mail: [email protected]
Karl J. Gullerud
Consulting Engineer, Pierce Engineers Inc., 210 North Basset St., Madison, WI 53703.
Steven M. Cramer, F.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Director of the Structures and Materials Testing Laboratory, Univ. of Wisconsin-Madison, 2620 Engineering Hall, 1415 Engineering Dr., Madison, WI 53706 (corresponding author). E-mail: [email protected]
M. Isabel Tejedor [email protected]
Senior Scientist, Environmental Chemistry and Technology Program, Univ. of Wisconsin-Madison, 146 Water Science And Engineering Laboratory, 660 N Park St., Madison, WI 53706. E-mail: [email protected]
Marc A. Anderson [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, 109 Water Science And Engineering Laboratory, 660 N Park St., Madison, WI 53706. E-mail: [email protected]

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