Technical Papers
Dec 29, 2021

Effect of Laboratory Aging Levels on Asphalt Binder Chemical/Rheological Properties and Fracture Resistance of Asphalt Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 3

Abstract

This study aimed to evaluate the effect of laboratory aging levels on chemical and rheological properties of asphalt binder as well as fracture performance of asphalt mixture. Compacted asphalt mixtures were laboratory aged at 85°C for 0, 2, 5, 7, and 10 days and then subjected to the semicircular bending (SCB) test. Asphalt binders were extracted from the aged samples for further chemical and rheological characterization. Chemical characterization included Fourier transform spectroscopy (FTIR) and gel permeation chromatography (GPC). Rheological tests included bending beam rheometer (BBR) and linear amplitude sweep (LAS) tests. Asphalt binder rheological characterization showed that the cracking resistance of asphalt binders decreased with an increase of aging level. Statistical analysis of SCB test results indicated that there is no significant drop in the critical strain energy release rate, Jc, between 2- and 5-day aging, but 10-day aging resulted in a significant decrease in Jc. It was observed that the aging susceptibility of asphalt mixtures in terms of SCB results was consistent with FTIR and LAS test results.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was a part of Louisiana DOTD project 19-4B, implementation of semicircular bend test for quality control (QC)/quality assurance(QA) of asphalt mixtures. The authors would like to express their gratitude to the Louisiana Transportation Research Center for their support.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 3March 2022

History

Received: Apr 27, 2021
Accepted: Jul 22, 2021
Published online: Dec 29, 2021
Published in print: Mar 1, 2022
Discussion open until: May 29, 2022

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Peyman Barghabany [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808. Email: [email protected]
Jun Zhang, Ph.D., A.M.ASCE [email protected]
Research Associate, Louisiana Transportation Research Center, Louisiana State Univ., 4101 Gourrier Ave., Baton Rouge, LA 70808 (corresponding author). Email: [email protected]
Louay N. Mohammad, Ph.D., F.ASCE [email protected]
P.E.
Irma Louise Rush Stewart Distinguished Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803. Email: [email protected]
Samuel B. Cooper III, Ph.D. [email protected]
P.E.
Materials Research Administrator, Louisiana Transportation and Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808. Email: [email protected]
Samuel B. Cooper Jr., Ph.D. [email protected]
P.E.
Director, Louisiana Transportation and Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808. Email: [email protected]

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  • Analysis of the Properties of Modified Asphalt Binder by FTIR Method, Materials, 10.3390/ma15165743, 15, 16, (5743), (2022).

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