A New Formula of Voids in the Mineral Aggregate (VMA) of Hot Mix Asphalt (HMA) and its Application

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Abstract:

Voids in the mineral aggregate (VMA) is an important volume index for hot mix asphalt (HMA). In the popular HMA design methods such as Superpave system and Marshall Method an accurately calculated VMA is a crucial selection index for the aggregate gradation design. In this article a new formula for calculating VMA is established from the mathematic deduction based on the air voids and traditional VMA formulas. The new built VMA formula can be used to examine the result of the existing empirical equation in the aggregate gradation design process of Superpave. In fact, when the estimated asphalt content is determined according to the initial asphalt content the new formula can completely replace the empirical one for estimating VMA, offering conveniences to calculating.

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Periodical:

Advanced Materials Research (Volumes 150-151)

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1158-1162

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Online since:

October 2010

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] Ministry of transportation of the People's Republic of china, Technical Specifications for Construction of Highway Asphalt Pavements (JTG F40—2004). China Communications Press, 2004, China.

Google Scholar

[2] Background of Superpave Asphalt Mixture Design and Analysis, Federal Highway Administration, Report Number FHWA-SA-95-003, (1995).

Google Scholar

[1] Ministry of transportation of the People's Republic of china, Technical Specifications for Construction of Highway Asphalt Pavements (JTG F40—2004). China Communications Press, 2004, China.

Google Scholar

[2] Background of Superpave Asphalt Mixture Design and Analysis, Federal Highway Administration, Report Number FHWA-SA-95-003, (1995).

Google Scholar

[3] Roberts Freddy L, Kandhal Prithvi S, Brown E Ray. Hot mix asphalt materials, mixture design and construction. 2nd ed. NAPA Reaserch and Eeducation Foundation; 1996 [Printed in United States of America].

Google Scholar

[4] Gregory A. Sholar, Evaluating the Use of Lower VMA Requirements for Superpave Mixtures. (2004).

Google Scholar

[5] Shutang Liu, Zhongyin Guo. Journal of Highway and Transportation Research and Development,2 ( 2006) P43-46.

Google Scholar

[6] U.S. Department of Transportation Federal Highway Administration, Superpave Asphalt Mixture Design Workbook, Version 8. 0 Updated January (2002).

Google Scholar

[7] American Asphalt Association, translated by Jiayu etc. Superpave Fundamentals Reference Manual, (2005).

Google Scholar

[8] Ibrahim M. Asi. Construction and Building Materials 21 (2007) 1732–1740.

Google Scholar