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Mechanical and Environmental Performance of Asphalt Concrete with High Amounts of Recycled Concrete Aggregates (RCA) for Use in Surface Courses of Pavements

Author

Listed:
  • Fernando C. G. Martinho

    (CERENA—Centro de Recursos Naturais e Ambiente, Instituto Superior Técnico, Lisbon University, 1049-001 Lisbon, Portugal)

  • Hugo M. R. D. Silva

    (ISISE—Institute for Sustainability and Innovation in Structural Engineering, Department of Civil Engineering, University of Minho, 4800-058 Guimaraes, Portugal)

  • Joel R. M. Oliveira

    (ISISE—Institute for Sustainability and Innovation in Structural Engineering, Department of Civil Engineering, University of Minho, 4800-058 Guimaraes, Portugal)

  • Caroline F. N. Moura

    (ISISE—Institute for Sustainability and Innovation in Structural Engineering, Department of Civil Engineering, University of Minho, 4800-058 Guimaraes, Portugal)

  • Carlos D. A. Loureiro

    (ISISE—Institute for Sustainability and Innovation in Structural Engineering, Department of Civil Engineering, University of Minho, 4800-058 Guimaraes, Portugal)

  • José D. Silvestre

    (CERIS—Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Lisbon University, 1049-001 Lisbon, Portugal)

  • Mafalda M. M. Rodrigues

    (Dst, SA.—Domingos da Silva Teixeira, SA., 4700-727 Braga, Portugal)

Abstract

Using aggregates from alternative sources has been considerably encouraged in recent decades. Reducing the consumption of natural aggregates from quarries (which have a substantial economic, visual, and environmental impact) is increasingly a concern. These needs have led to the broader use of more sustainable aggregates, increasing the incorporation percentages and extending their use to more demanding pavement layers (e.g., surface). In order to prove the efficiency of recycled concrete aggregates (RCAs) under such conditions, the “ CirMat ” project was developed. Among other works and tests, an asphalt concrete (AC) incorporating 52.3% RCA was characterized mechanically and environmentally. Empirical properties were evaluated, including the Marshall test (S = 20.2 kN; F = 2.9 mm) and resistance to permanent deformation (WTS = 0.10 mm/10 3 cycles), as well as a life cycle assessment (LCA), which confirmed that nine indicators were improved (from 1% to 93%). The test samples were taken from mixtures produced in the laboratory and at a plant (after which they were applied on a construction site). Comparing the results with those obtained in a reference AC (with natural aggregates), it was possible to conclude that the performance of the AC with RCAs was very similar. Therefore, the use of these aggregates, at high rates, does not represent additional risks for asphalt mixtures and has lower environmental impacts in most categories.

Suggested Citation

  • Fernando C. G. Martinho & Hugo M. R. D. Silva & Joel R. M. Oliveira & Caroline F. N. Moura & Carlos D. A. Loureiro & José D. Silvestre & Mafalda M. M. Rodrigues, 2023. "Mechanical and Environmental Performance of Asphalt Concrete with High Amounts of Recycled Concrete Aggregates (RCA) for Use in Surface Courses of Pavements," Sustainability, MDPI, vol. 16(1), pages 1-26, December.
    • Handle: RePEc:gam:jsusta:v:16:y:2023:i:1:p:248-:d:1308385
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    References listed on IDEAS

    as
    1. Paulo Miguel Pereira & Castorina Silva Vieira, 2022. "A Literature Review on the Use of Recycled Construction and Demolition Materials in Unbound Pavement Applications," Sustainability, MDPI, vol. 14(21), pages 1-28, October.
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