Technical Papers
Jul 5, 2022

Assessing the Potential for Sustainable Cold-Mix Asphalt Mixtures Based on Crumb-Rubberized Asphalt Binder

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 148, Issue 3

Abstract

Crumb-rubberized asphalt (CRA) binder has been widely used for several decades because it provides a nonhazardous disposal method for scrap tires and it improves some engineering properties of asphalt pavement. The energy consumption, atmospheric emissions, and storage stability of CRA binder are the issues limiting wider use of it. This study provides a novel method to introduce CRA binder into cutback cold-mix asphalt (CMA) remedying the drawbacks of CRA binder and achieving sustainable asphalt pavement in the entire construction process. The composition design of CMA mixture based on CRA binder was proposed based on the Brookfield viscosity, Marshall stability, and uniaxial compressive tests. The CMA mixture based on CRA binder further demonstrates excellent rutting resistance, crack resistance, and storage stability in laboratory experiments, despite being produced and stored at ambient temperature. An evaluation of sustainability shows that use of the CMA mixture based on CRA binder would provide a 58.94% decrease in energy consumption and a 81.42% decrease in greenhouse gas emissions, proving its great potential in sustainable construction of asphalt pavements.

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Data Availability Statement

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

Acknowledgments

This research was sponsored by the National Key R&D Program of China (Grant No. 2018YFE0103800), National Natural Science Foundation of China (No. 52178408), and Fundamental Research Funds for the Central Universities, CHD (Grant Nos. 300102219316 and 300102212705). The authors gratefully acknowledge their financial support.

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Journal of Transportation Engineering, Part B: Pavements
Volume 148Issue 3September 2022

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Received: Oct 1, 2021
Accepted: May 10, 2022
Published online: Jul 5, 2022
Published in print: Sep 1, 2022
Discussion open until: Dec 5, 2022

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Ph.D. Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Master’s Student, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Jianzhong Pei [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China. Email: [email protected]
Postdoctoral, Dept. of Civil Engineering–Braunschweig Pavement Engineering Centre, Technische Universität Braunschweig, Braunschweig 38106, Germany. Email: [email protected]
Elham H. Fini, F.ASCE [email protected]
Associate Professor, School of Sustainable Engineering and the Built Environment, Arizona State Univ., Tempe, AZ 85287. Email: [email protected]
Professor, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China (corresponding author). Email: [email protected]

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