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.

Get full access to this article

View all available purchase options and get full access to this article.

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.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 5May 2020

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

Permissions

Request permissions for this article.

Authors

Affiliations

Research Associate, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, El Paso, TX 79968 (corresponding author). ORCID: https://orcid.org/0000-0003-0227-8201. Email: [email protected]
Luiza Barros [email protected]
Graduate Research Assistant, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, El Paso, TX 79968. Email: [email protected]
Jose Garibay [email protected]
Laboratory Manager, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, El Paso, TX 79968. Email: [email protected]
Imad Abdallah, Ph.D. [email protected]
Executive Director, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, El Paso, TX 79968. Email: [email protected]
Soheil Nazarian, Ph.D., F.ASCE [email protected]
P.E.
D.GE
Professor, Center for Transportation Infrastructure Systems, Univ. of Texas at El Paso, El Paso, TX 79968. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share