The Use of Vacuum Residue as a Potential Rejuvenator in Reclaimed Asphalt Pavement: Physical, Rheological, and Mechanical Traits Analysis

Author:

Al-Saffar Zaid Hazim1,Eltwati Ahmed2ORCID,Aziz Ehab Essam3,Yaacob Haryati4,Dawood Halah Abdulsattar1,Jaya Ramadhansyah Putra5ORCID,Jawahery Mohammed S. Al6ORCID,Shaffie Ekarizan7

Affiliation:

1. Building and Construction Engineering Department, Engineering Technical College of Mosul, Northern Technical University, Mosul 41002, Iraq

2. Department of Civil Engineering, University of Benghazi, Benghazi 00218, Libya

3. Department of Construction Engineering and Projects Management, Al-Noor University College, Mosul 41012, Iraq

4. Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai 81310, Johor, Malaysia

5. Department of Civil Engineering, College of Engineering, Universiti Malaysia Pahang, Gambang 26300, Pahang, Malaysia

6. Architecture Engineering Department, College of Engineering, University of Mosul, Mosul 41002, Iraq

7. Institute for Infrastructure Engineering and Sustainable Management, Universiti Teknologi MARA, Shah Alam 40450, Selangor, Malaysia

Abstract

Asphalt recycling technology with a high content of reclaimed asphalt pavement (RAP) is becoming more important as the price of paving materials rises and sustainable development and environmental conservation rules become more rigorous. Nevertheless, road authorities in numerous countries still prohibit the utilisation of RAP in asphalt mixes due to the negative impacts of RAP on the performance of asphalt mixtures. Consequently, different rejuvenators have been introduced to reinstate the original attributes of aged asphalt to resolve this issue. This study incorporated vacuum residue (VR) into mixtures with 40% RAP. The physical, rheological, and mechanical traits of the resultant samples were assessed. The results show that the 7.5% VR rejuvenator minimised the RAP asphalt ageing impact. Furthermore, the rejuvenating agent demonstrated physical and rheological rehabilitative benefits for the aged asphalt. The mechanical attributes of the rejuvenated samples were also enhanced compared to the virgin asphalt (VA) specimens.

Funder

Ministry of Higher Education

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Waste Management and Disposal,General Materials Science

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