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First published January 1998

Effect of Aggregate Gradation on Fatigue Life of Asphalt Concrete Mixes

Abstract

Four-point bending fatigue tests following the Strategic Highway Research Program (SHRP) M009 test protocol were executed to investigate to what extent gradation has an effect on fatigue performance of asphalt aggregate mixes. Gradations and mixes were selected that would satisfy all volumetric Superpave designs passing below the restricted zone. Other mixes were prepared with gradations passing through and above the restricted zone. The measured fatigue lives of 130 actual laboratory tests were compared with predictions by the Shell, Asphalt Institute, and SHRP-A003A fatigue-predictive equations.

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References

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2. Monismith C. L., Epps J. A., Kasianchuk D. A., and McLean D. B. Asphalt Mixture Behavior in Repeated Flexure. Report TE 70-5. University of California, Berkeley, 1971.
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Article first published: January 1998
Issue published: January 1998

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© 1998 National Academy of Sciences.
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Authors

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Jorge B. Sousa
SHRP Corporation, 724 Laurel Drive, Walnut Creek, CA 94596
Jorge C. Pais
Department of Civil Engineering, University of Minho, 4800 Guimarães, Portugal
Manuel Prates
Junta Autónoma de Estradas, Direcção dos Servicos de Apoio Técnico, Praça da Portagem, 2800 Almada, Portugal
Rui Barros
Junta Autónoma de Estradas, Direcção dos Servicos de Apoio Técnico, Praça da Portagem, 2800 Almada, Portugal
Pierre Langlois
Ministère des Transports de Québec, Laboratoire des Chaussées, 2700 Einstein, Ste-Foy, G1P 3W8 Québec, Canada
Anne-Marie Leclerc
Ministère des Transports de Québec, Laboratoire des Chaussées, 2700 Einstein, Ste-Foy, G1P 3W8 Québec, Canada

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