Incorporation of Waste Plastic in Asphalt Binders to Improve Their Performance in the Pavement

With the increase in road traffic more demands are placed on pavements, and thus the structural and functional performance of road pavements needs to be improved. One method that can greatly improve the quality of the flexible pavements is the addition of polymers to the bitumen or to the asphalt mixtures. Although the modification of bitumen with virgin polymers can improve the properties of asphalt mixtures, the use of recycled plastic may also show a similar result with additional environmental advantages. This work aims to evaluate the possible advantages of modifying the bitumen with different plastic wastes, namely polyethylene (high density HDPE and low density LDPE), ethylene-vinyl acetate (EVA), acrylonitrile-butadiene-styrene (ABS) and crumb rubber, in order to improve the properties of the resulting binders for use in high performance asphalt mixtures. The performance of modified binders with recycled polymers was compared with that of the conventional bitumen and the one of a commercial modified binder (Styrelf). The results of the laboratory tests (basic characterization, dynamic viscosity, resilience and storage stability) will be used in the selection of the best plastic waste materials and production conditions that should be used in the modification of bitumen in order to optimize its behaviour, emphasizing that this study aims to promote the reuse of plastic waste in a more environmental and economic way.

[1]  Mohamed Rehan Karim,et al.  A review of using waste and virgin polymer in pavement , 2012 .

[2]  Joel Oliveira,et al.  The role of a surfactant based additive on the production of recycled warm mix asphalts – Less is more , 2012 .

[3]  M. Gilchrist,et al.  Development of a recycled polymer modified binder for use in stone mastic asphalt , 2008 .

[4]  F. Martínez-Boza,et al.  Evaluation of thermal and mechanical properties of recycled polyethylene modified bitumen , 2008 .

[5]  Y. Yildirim Polymer modified asphalt binders , 2007 .

[6]  Yvonne Becker,et al.  Polymer modified asphalt , 2001 .

[7]  M. Karim,et al.  Performance evaluation of utilization of waste Polyethylene Terephthalate (PET) in stone mastic asphalt , 2012 .

[8]  Joel Oliveira,et al.  Pushing the Asphalt Recycling Technology to the Limit , 2013 .

[9]  Joel Oliveira,et al.  Evaluation of the rheological behaviour of Warm Mix Asphalt (WMA) modified binders , 2009 .

[10]  Antxon Santamaria,et al.  Influence of the processing conditions on the rheological behaviour of polymer-modified bitumen , 2003 .

[11]  Art Bergan,et al.  A mechanistic evaluation of modified asphalt paving mixtures , 1994 .

[12]  Moisés García-Morales,et al.  Viscous properties and microstructure of recycled eva modified bitumen , 2004 .

[13]  C. Gallegos,et al.  Effect of waste polymer addition on the rheology of modified bitumen , 2006 .

[14]  Ulf Isacsson,et al.  Characterization of bitumens modified with SEBS, EVA and EBA polymers , 1999 .

[15]  Ethniko Metsovio Polytechneio European energy and transport : trends to 2030 , 2003 .

[16]  S Hınıslıoglu,et al.  Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix , 2004 .

[17]  Joel Oliveira,et al.  Are totally recycled hot mix asphalts a sustainable alternative for road paving , 2012 .