Abstract

Warm-mix asphalt (WMA) technology and recycling of asphalt pavement, i.e., reclaimed asphalt pavement (RAP), have been becoming more popular in recent years due to their economic and environmental benefits. Similarly, bio-oil rejuvenators seem to be a viable solution when the usage of high percentages of RAP is desired. However, employing a high percentage of RAP in WMA using bio-oil rejuvenator remains very limited. This experimental study investigates the use of high percentages of RAP (i.e., up to 90%) in WMA using bio-oil rejuvenator. To this end, rheological tests including rotational viscosity (RV), multiple stress creep recovery (MSCR), and linear amplitude sweep (LAS) were carried out on different combinations of binders. Wheel tracking (rutting), indirect tensile stiffness modulus (ITSM), four-point bending beam fatigue, and moisture susceptibility tests were performed to evaluate the performance of the asphalt mixtures containing different binders. Test results demonstrated that the asphalt mixture with 90% RAP and a bio-oil rejuvenator had 37% higher fatigue life and 4% improvement in moisture resistance.

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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 authors would like to acknowledge the support provided to this study by Ramab Asia Consulting Engineers Co. Ltd. and Norwegian Public Roads Administration (NPRA). Due appreciation and gratitude also goes to all those who helped during the course of this study. The contents of this paper reflect the views of the authors who are solely responsible for the facts and accuracy of the data presented herein and do not necessarily reflect the official views or policies of any agency or institute. This paper does not constitute a standard, specification, nor is it intended for design, construction, bidding, contracting, tendering, certification, or permit purposes. Trade names were used solely for information purposes and not for product endorsement, advertisement, promotions, or certification.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 12December 2020

History

Received: Mar 27, 2020
Accepted: Jun 8, 2020
Published online: Sep 25, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 25, 2021

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Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway (corresponding author). ORCID: https://orcid.org/0000-0002-4170-4464. Email: [email protected]
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, San Antonio, TX 78249. ORCID: https://orcid.org/0000-0003-2100-8805
Inge Hoff
Professor, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Texas at San Antonio, San Antonio, TX 78249. ORCID: https://orcid.org/0000-0002-6799-6805
Amir Kavussi
Professor, Faculty of Civil and Environmental Engineering, Tarbiat Modares Univ., Tehran 14115-111, Iran.
Assistant Professor, Dept. of Civil and Environmental Engineering, Universidad del Norte, Barranquilla 080001, Colombia. ORCID: https://orcid.org/0000-0002-7811-8821
Lubinda F. Walubita, Ph.D.
Research Scientist, Texas A&M Transportation Institute, Texas A&M Univ. System, College Station, TX 77840.

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