Technical Papers
Jun 21, 2022

Low-Temperature and Fatigue Properties of Asphalt Binders Modified with Crumb Rubber from Discarded Tires and Recycled Low-Density Polyethylene

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 9

Abstract

The addition of virgin polymers to asphalt binders is a technique widely used in the asphalt paving industry, because this approach helps improve the performance and extends the longevity of asphalt pavements. In recent years, modification of asphalt binders with polymeric waste has received a lot of attention from asphalt industry experts, due to economic and environmental benefits. This paper aims at evaluating the rheological characteristics at low and intermediate temperatures of a performance grade (PG) 64-22 asphalt binder modified with crumb rubber (CR) from discarded tires and recycled low-density polyethylene (RPE) from post-industrial sources, with the following component proportions by percentage of mass: 86binder100, 0RPE4, and 0CR10. To achieve this objective, a series of rheological tests were performed, namely: linear amplitude sweep, Superpave performance grading, and frequency sweep. The results indicated that the modifiers increased the fatigue resistance of the asphalt binders. The addition of 4% RPE had a worsening effect on the low-temperature performance of the asphalt binder. Nevertheless, with the hybrid modification with CR, the binder’s low-temperature performance was restored. Furthermore, the modifiers improved the asphalt binder’s temperature susceptibility, based on |G*| data from master curves.

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Data Availability Statement

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

Acknowledgments

The first author would like to thank CAPES (Brazilian Federal Research Funding Agency) for providing his master’s scholarship.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 9September 2022

History

Received: Aug 12, 2021
Accepted: Jan 7, 2022
Published online: Jun 21, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 21, 2022

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Master’s Student, Dept. of Transportation Engineering, Sao Carlos School of Engineering, Univ. of Sao Paulo, Trabalhador Sao Carlense Ave., No. 400, Sao Carlos, Sao Paulo 13566-590, Brazil (corresponding author). ORCID: https://orcid.org/0000-0002-4170-7075. Email: [email protected]
Adalberto Leandro Faxina, Ph.D. [email protected]
Associate Professor, Dept. of Transportation Engineering, Sao Carlos School of Engineering, Univ. of Sao Paulo, Trabalhador Sao Carlense Ave., No. 400, Sao Carlos, Sao Paulo 13566-590, Brazil. Email: [email protected]

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