Effect of Aggregate Gradation on Performance of Asphalt Concrete Mixtures
Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 5
Abstract
This paper investigates the process of selecting the aggregate gradation according to the Superpave mix design specifications and evaluates the volumetric properties and mechanical performance of mixtures with perturbed aggregate gradations. The mix design information and pavement materials for two typical Superpave mix designs with a 12.5-mm nominal maximum aggregate size were collected for this study. The volumetric properties of the mixtures were judged mainly by the voids in mineral aggregates, whereas the rutting potential and strength of the mixtures were assessed with the Hamburg wheel-tracking and indirect tension tests, respectively. Bailey ratios and corresponding acceptance criteria were used to evaluate the impact that aggregate gradation has on the engineering behavior of mixtures. Although design variables such as binder content and characteristics can be adjusted to improve the performance of mixtures, balanced volumetric and mechanical properties can be achieved by selecting the aggregate gradation in a rational manner.
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Data Availability Statement
Some or all data, models, or code generated or used during the study are available from the corresponding author by request (Volumetric and Mechanical Performance Tests Data).
Acknowledgments
The authors are grateful to the Texas Department of Transportation and Federal Highway Administration for their continuous financial support. The authors greatly appreciate the guidance and technical assistance provided by Mr. Ryan Barborak and Mr. Robert Lee, the present and former managers of the TxDOT Flexible Pavement Branch. Gratitude is also extended to the research staff and assistants from the Center for Transportation Infrastructure Systems.
References
AASHTO. 2019. Standard method of test for hamburg wheel-track testing of compacted hot mix asphalt (HMA). AASHTO T324. Washington, DC: AASHTO.
Afaf, A. H. M. 2014. “Effect of aggregate gradation and type on hot asphalt concrete mix properties.” J. Eng. Sci. 42 (3): 567–574.
Ahmed, M. A., and M. Attia. 2013. “Impact of aggregate gradation and type on hot mix asphalt rutting in Egypt.” Int. J. Eng. Res. Appl. 3 (4): 2249–2258.
ASTM 2017. Standard test method for indirect tensile (IDT) strength of asphalt mixtures. D6931. West Conshohocken, PA: ASTM International.
Cross, S. A., A. Adu-Osei, M. R. Hainin, and R. K. Fredrichs. 1999. “Effects of gradation on performance of asphalt mixtures.” In Proc., 78th Annual Meeting of the Transportation Research Board (TRB). Washington, DC: Transportation Research Board.
El-Basyouny, M. M., and M. S. Mamlouk. 1999. “Effect of aggregate gradation on rutting potential of Superpave mixes.” In Proc., 78th Annual Meeting of the TRB. Washington, DC: Transportation Research Board.
Fuller, W. B., and S. E. Thompson. 1907. “The laws of proportioning concrete.” Am. Soc. Civ. Eng. 59 (2): 27–38.
Garba, R. 2002. “Permanent deformation properties of asphalt concrete mixtures.” Ph.D. dissertation, Dept. of Road and Railway Engineering, Norwegian Univ. of Science and Technology.
Gierhart, D. 2007. “Analysis of Oklahoma mix designs for the national center for asphalt technology test track using the Bailey method.” In Practical approaches to hot-mix asphalt mix design and production quality control testing. Transportation research circular number E-C124, 33. Washington, DC: Transportation Research Board.
Krutz, N. C., and P. E. Sebaaly. 1993. “The effects of aggregate gradation on permanent deformation of asphalt concrete.” J. Assoc. Asphalt Paving Technol. 62 (1): 450–473.
Ruth, B. E., R. Roque, and B. Nukunya. 2002. “Aggregate gradation characterization factors and their relationship to fracture energy and failure strain on asphalt mixtures.” J. Assoc. Asphalt Paving Technol. 72: 310–344.
Sangsefidi, E., H. Ziari, and M. Sangsefidi. 2016. “The effect of aggregate gradation limits consideration on performance properties and mixture design parameters of hot mix asphalt.” KSCE J. Civ. Eng. 20 (1): 385–392. https://doi.org/10.1007/s12205-015-0265-8.
Stakston, A. D., and H. U. Bahia. 2003. The effect of fine aggregate angularity, asphalt content and performance graded asphalts on hot mix asphalt performance, 45–98. Madison, WI: Wisconsin Highway Research Program.
Thompson, G. 2007. Investigation of the Bailey method for the design and analysis of dense-graded MHAC using Oregon aggregates. FHWA-OR-DF-07-02. Washington, DC: FHWA.
TXDOT (Texas Department of Transportation). 2004. Indirect tensile strength test. Tex 226-F. Austin, TX: TXDOT.
TXDOT (Texas Department of Transportation). 2006. Indirect tensile strength test. Tex 242-F. Austin, TX: TXDOT.
Vavrik, W. R., G. Huber, W. J. Pine, and S. H. Carpenter. 2002. Bailey method for gradation selection in HMA mixture design. Washington, DC: Transportation Research Board.
Wen, H., S. Wu, L. N. Mohammad, W. Zhang, S. Shen, and A. Faheem. 2016. “Long-term field rutting and moisture susceptibility performance of warm-mix asphalt pavement.” Transp. Res. Rec. 2575 (1): 103–112. https://doi.org/10.3141/2575-11.
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©2020 American Society of Civil Engineers.
History
Received: Jun 17, 2019
Accepted: Oct 7, 2019
Published online: Mar 4, 2020
Published in print: May 1, 2020
Discussion open until: Aug 4, 2020
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