Advancing circular economy in road construction: Mechanical performance of second-cycle reclaimed asphalt pavement (R2AP)

This study evaluates the performance of recycled asphalt pavement (RAP) and second recycled RAP (R 2 AP) mixtures to promote sustainability in road construction. The study examined 20%, 40%, and 60% RAP in the first cycle, while the second cycle tested 20%, 40%, 60%, and 80% R 2 AP. Various tests, including dynamic creep, four-point beam fatigue, resilient modulus, and indirect tensile strength, were conducted to assess mechanical performance. Mixtures containing 40% RAP with 80-100 PEN (B1) bitumen and 60% RAP with 60-70 PEN (B2) bitumen exhibited the best overall performance, achieving high tensile strength (1587 kPa and 1838.5 kPa, respectively), improved stiffness (resilient modulus of 7810.5 MPa and 8000 MPa at 25°C), and enhanced rutting resistance (lowest permanent strain of 3060 µε and 3500 µε). In the second cycle, 40% R 2 AP was found optimal for both binders, maintaining satisfactory crack resistance while achieving a resilient modulus of 6000 MPa (B1) and 12,000 MPa (B2) at 25°C. However, fatigue resistance dropped significantly, with an 80% reduction in fatigue life compared to fresh mixtures, primarily due to increased stiffness from aged bitumen. These findings confirm that optimal RAP and R 2 AP content can improve mechanical performance and reduce reliance on virgin materials, aligning with circular economy principles by minimizing waste, conserving resources, and lowering environmental impact. To address the limitations of the current study, enhance the understanding of R 2 AP and advance its application in road construction, future research will focus on evaluating higher R 2 AP content with rejuvenators, assess its low-temperature performance and moisture resistance, and optimizing mixture design for improved durability and sustainability. • The study identified 40% RAP with B1 or 60% RAP with B2 as optimal for the first cycle and 40% R 2 AP for the second cycle. • Utilizing R 2 AP promotes circular economy principles by reducing waste, energy consumption, and emissions in road construction. • RAP and R 2 AP mixtures demonstrated improved stiffness and rutting resistance but decreased fatigue resistance through comprehensive mechanical testing. • R 2 AP enhances rutting resistance but significantly reduces fatigue resistance, necessitating the use of rejuvenators for aged bitumen. • Incorporating R 2 AP lowers material costs, conserves resources, and supports sustainable road construction practices.

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Publication Details

Journal
Cleaner Waste Systems
Published
2025-03-01
DOI
https://doi.org/10.1016/j.clwas.2025.100249
Citations
3
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
2.86
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article

Advancing circular economy in road construction: Mechanical performance of second-cycle reclaimed asphalt pavement (R2AP)

‪Mohd Rosli Hainin, Haryati Yaacob, Norhidayah Abdul Hassan, Mohd Khairul Idham Mohd Satar et al.
3 citations
Cleaner Waste Systems
Asphalt Pavement Performance Evaluation
2.86
article

Advancing circular economy in road construction: Mechanical performance of second-cycle reclaimed asphalt pavement (R2AP)

‪Mohd Rosli Hainin, Haryati Yaacob, Norhidayah Abdul Hassan, Mohd Khairul Idham Mohd Satar, Suleiman Abdulrahman, Mastura Bujang
article en
3 citations

Abstract

This study evaluates the performance of recycled asphalt pavement (RAP) and second recycled RAP (R 2 AP) mixtures to promote sustainability in road construction. The study examined 20%, 40%, and 60% RAP in the first cycle, while the second cycle tested 20%, 40%, 60%, and 80% R 2 AP. Various tests, including dynamic creep, four-point beam fatigue, resilient modulus, and indirect tensile strength, were conducted to assess mechanical performance. Mixtures containing 40% RAP with 80-100 PEN (B1) bitumen and 60% RAP with 60-70 PEN (B2) bitumen exhibited the best overall performance, achieving high tensile strength (1587 kPa and 1838.5 kPa, respectively), improved stiffness (resilient modulus of 7810.5 MPa and 8000 MPa at 25°C), and enhanced rutting resistance (lowest permanent strain of 3060 µε and 3500 µε). In the second cycle, 40% R 2 AP was found optimal for both binders, maintaining satisfactory crack resistance while achieving a resilient modulus of 6000 MPa (B1) and 12,000 MPa (B2) at 25°C. However, fatigue resistance dropped significantly, with an 80% reduction in fatigue life compared to fresh mixtures, primarily due to increased stiffness from aged bitumen. These findings confirm that optimal RAP and R 2 AP content can improve mechanical performance and reduce reliance on virgin materials, aligning with circular economy principles by minimizing waste, conserving resources, and lowering environmental impact. To address the limitations of the current study, enhance the understanding of R 2 AP and advance its application in road construction, future research will focus on evaluating higher R 2 AP content with rejuvenators, assess its low-temperature performance and moisture resistance, and optimizing mixture design for improved durability and sustainability. • The study identified 40% RAP with B1 or 60% RAP with B2 as optimal for the first cycle and 40% R 2 AP for the second cycle. • Utilizing R 2 AP promotes circular economy principles by reducing waste, energy consumption, and emissions in road construction. • RAP and R 2 AP mixtures demonstrated improved stiffness and rutting resistance but decreased fatigue resistance through comprehensive mechanical testing. • R 2 AP enhances rutting resistance but significantly reduces fatigue resistance, necessitating the use of rejuvenators for aged bitumen. • Incorporating R 2 AP lowers material costs, conserves resources, and supports sustainable road construction practices.

Cleaner Waste SystemsVol. 10
King Fahd University of Petroleum and Minerals (SA), University of Technology Sarawak, University of Technology Malaysia (MY)
Sustainable cities and communities
Openalex Percentile: Top 11%
Asphalt Pavement Performance Evaluation
2.86
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