Experimental evaluation of high RAP bituminous mixtures modified with recycled waste plastics

The increasing demand for sustainable road construction materials, driven by environmental concerns and resource scarcity, has accelerated efforts to incorporate recycled components into bituminous mixtures. In this context, reclaimed asphalt pavement (RAP) and recycled plastics have emerged as promising materials, which may be able to enhance both the environmental and mechanical performance of road pavements. While the individual effects of RAP and recycled plastics have been extensively studied, their combined influence still needs to be further explored. The present study investigated bituminous mixtures containing a recycled plastic compound (RPC) derived from waste plastics and 50 % RAP through a comprehensive laboratory testing program, which included determination of their stiffness properties, cracking resistance, and anti-rutting potential. The role of binder type was also examined by combining RPC with either a softer binder or a harder binder with a bio-based rejuvenator. For comparison, two additional mixtures were produced and tested: a control mixture produced with a neat bitumen without any modification and a mixture containing a SBS highly-modified binder. An extensive statistical analysis was performed on test data to evaluate the actual differences in mechanical characteristics among the mixtures. Overall, the experimental findings demonstrated that the combined use of RPC and high content of RAP represents a viable and promising solution for the production of sustainable asphalt mixtures. When employed together with a suitably selected neat binder and a rejuvenating agent, the modification with RPC may deliver performance levels comparable or even exceeding those of mixtures incorporating a SBS highly-modified binder. • Use of recycled waste plastics in high RAP mixes via hybrid method was investigated. • Mechanical properties of hybrid mixes were compared to those of control base mixes. • Recycled plastics may outperform highly SBS-polymer modifier. • Harder binder with rejuvenator led to superior performance than sole softer binder. • Recycled waste plastic and RAP may be synergistically combined.

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Publication Details

Journal
Construction and Building Materials
Published
2025-12-17
DOI
https://doi.org/10.1016/j.conbuildmat.2025.144896
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
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article

Experimental evaluation of high RAP bituminous mixtures modified with recycled waste plastics

Jan Valentin, Davide Dalmazzo, Orazio Baglieri, Joseph Nicolas La Macchia et al.
Construction and Building Materials
Asphalt Pavement Performance Evaluation
article

Experimental evaluation of high RAP bituminous mixtures modified with recycled waste plastics

Jan Valentin, Davide Dalmazzo, Orazio Baglieri, Joseph Nicolas La Macchia, Amira Ben Ameur
article en

Abstract

The increasing demand for sustainable road construction materials, driven by environmental concerns and resource scarcity, has accelerated efforts to incorporate recycled components into bituminous mixtures. In this context, reclaimed asphalt pavement (RAP) and recycled plastics have emerged as promising materials, which may be able to enhance both the environmental and mechanical performance of road pavements. While the individual effects of RAP and recycled plastics have been extensively studied, their combined influence still needs to be further explored. The present study investigated bituminous mixtures containing a recycled plastic compound (RPC) derived from waste plastics and 50 % RAP through a comprehensive laboratory testing program, which included determination of their stiffness properties, cracking resistance, and anti-rutting potential. The role of binder type was also examined by combining RPC with either a softer binder or a harder binder with a bio-based rejuvenator. For comparison, two additional mixtures were produced and tested: a control mixture produced with a neat bitumen without any modification and a mixture containing a SBS highly-modified binder. An extensive statistical analysis was performed on test data to evaluate the actual differences in mechanical characteristics among the mixtures. Overall, the experimental findings demonstrated that the combined use of RPC and high content of RAP represents a viable and promising solution for the production of sustainable asphalt mixtures. When employed together with a suitably selected neat binder and a rejuvenating agent, the modification with RPC may deliver performance levels comparable or even exceeding those of mixtures incorporating a SBS highly-modified binder. • Use of recycled waste plastics in high RAP mixes via hybrid method was investigated. • Mechanical properties of hybrid mixes were compared to those of control base mixes. • Recycled plastics may outperform highly SBS-polymer modifier. • Harder binder with rejuvenator led to superior performance than sole softer binder. • Recycled waste plastic and RAP may be synergistically combined.

Construction and Building MaterialsVol. 506
Politecnico di Torino (IT), Czech Technical University in Prague (CZ)
Openalex Percentile: Top 59%
Asphalt Pavement Performance Evaluation
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