Technical Papers
Jul 9, 2015

Laboratory Batching Procedure Corrected for Fines and Moisture

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 2

Abstract

A key step in mix design is the selection of an appropriate aggregate structure since this affects mix performance and the amount of asphalt in the mix. This paper explores the effects that fines adhered to larger particles have on the batch gradation and the resulting optimum binder content and dust proportion. It shows that conventional batching procedures can produce gradations with a substantially larger percent passing the sieve No. 200 relative to the target gradation. A batching procedure that corrects for fines adhered to larger particles and trapped moisture is proposed and shown to replicate the target gradation. Asphalt content was determined using the superpave method for both a gradation batched conventionally and a gradation batched with the corrected procedure. It is shown that the asphalt content and volumetrics obtained in both cases are substantially different. To obtain more-representative batch gradations, the corrected procedure is recommended for routine batching of specimens. Further research is recommended to assess potential changes in mix design criteria and effects on performance tests.

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Acknowledgments

The financial support by the State of Hawaii Department of Transportation, Airports Division, Oahu District is greatly appreciated and acknowledged. The contents of this paper reflect solely the view of the authors, who are responsible for the facts and accuracy of the data presented. This study was also made possible by the collaboration of: (1) Grace Pacific LLC, (2) Jas. W. Glover, Ltd (Oahu), and (3) Asphalt Hawaii. The authors would also like to thank Miss Bonni Saust for her assistance with the laboratory work.

References

AASHTO. (2009). “Standard test method for materials finer than 75-μm (No. 200) sieve in mineral aggregates by washing.” T 11-05, Washington, DC.
AASHTO. (2011). “Standard test method for sieve analysis of fine and coarse aggregates.” T 27-11, Washington, DC.
AASHTO. (2012a). “Standard test method for preparing and determining the density of hot mix asphalt (HMA) specimens by means of the superpave gyratory compactor.”, Washington, DC.
AASHTO. (2012b). “Standard test method for superpave volumetric mix design.”, Washington, DC.
Anderson, R. M., and Bahia, H. U. (1997). “Evaluation and selection of aggregate gradation for asphalt mixtures using superpave.”, Transportation Research Board, Washington, DC, 91–97.
Buchanan, M. S., and Brown, E. R. (1999). “Development and potential use of an automated aggregate gradation device.”, Transportation Research Board, Washington, DC, 81–88.
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Greene, J., Kim, S., and Choubane, B. (2011). “Accelerated pavement testing and gradation-based performance evaluation method.”, Transportation Research Board, Washington, DC, 119–127.
Kandhal, P. S., Lynn, C. Y., and Parker, F. (1998). “Characterization tests for mineral fillers related to performance of asphalt paving mixtures.”, Transportation Research Board, Washington, DC, 101–110.
Mishra, D., Tutumluer, E., and Butt, A. (2010). “Quantifying effects of particle shape and type and amount of fines on unbound aggregate performance through controlled gradation.”, Transportation Research Board, Washington, DC, 61–71.
Rushing, J. F., Mejias, M., and Brown, E. R. (2010). “Development of criteria for using the superpave gyratory compactor to design airport pavement mixtures.” Proc., 2010 FAA Worldwide Airport Technology Transfer Conf., U.S. Army Engineer Research and Development Center, Geotechnical and Structures Laboratory, Vicksburg, MS.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 2February 2016

History

Received: Jan 19, 2015
Accepted: May 19, 2015
Published online: Jul 9, 2015
Discussion open until: Dec 9, 2015
Published in print: Feb 1, 2016

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Authors

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Jose Corrales-Azofeifa, S.M.ASCE [email protected]
Graduate Research Assistant, Univ. of Hawaii at Manoa, 2540 Dole St., Holmes Hall 383, Honolulu, HI 96822 (corresponding author). E-mail: [email protected]
Adrián Ricardo Archilla, Ph.D., A.M.ASCE [email protected]
Associate Professor, Univ. of Hawaii at Manoa, 2540 Dole St., Holmes Hall 383, Honolulu, HI 96822. E-mail: [email protected]

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