Are totally recycled hot mix asphalts a sustainable alternative for road paving

Abstract The recycling of reclaimed asphalt pavement (RAP) helps road authorities to achieve their goal of a sustainable road transport system by reducing waste production and resources consumption. The environmental and economic benefits of using RAP in hot mix asphalt (HMA) applications could be pushed up to the limit, by producing totally recycled HMAs (100% RAP), but the performance of this alternative must be satisfactory. In fact, these mixtures could possibly present problems of workability and durability, higher binder aging and low fatigue cracking resistance. Thus, the objective of this study is to determine if totally recycled HMA mixtures could be a good solution for road paving, by evaluating the merit of some rejuvenator agents (commercial product; used engine oil) in improving the aged binders’ properties and the recycled mixture performance. Several binder samples were prepared with the mentioned rejuvenators and characterized (Pen, R&B and dynamic viscosity), in order to select the best rejuvenator contents. The production temperatures of the corresponding recycled mixtures were evaluated based on their workability. Totally recycled HMAs were produced with the best previously observed combinations, and their performance (water sensitivity, rutting resistance, stiffness, fatigue resistance, binder aging) was assessed. The main conclusion of this study is that totally recycled HMAs can be a good alternative for road paving, especially if rejuvenator agents are used to reduce their production temperature and to improve their performance.

[1]  Jian-Shiuh Chen,et al.  Engineering characterization of recycled asphalt concrete and aged bitumen mixed recycling agent , 2007 .

[2]  Hugo Manuel Ribeiro Dias da Silva Caracterização do mastique betuminoso e da ligação agregado-mastique : contribuição para o estudo do comportamento das misturas betuminosas , 2006 .

[3]  G Holleran,et al.  Rejuvenation treatments for aged pavements , 2006 .

[4]  Jorge C. Pais,et al.  Rheological Quantification of Bitumen Aging: Definition of a New Sensitive Parameter , 2010 .

[5]  Jim Brownbridge The role of an asphalt rejuvenator in pavement preservation use and need for asphalt rejuvenation , 2010 .

[6]  Rayya Hassan,et al.  Feasibility of using high RAP contents in hot mix asphalt , 2009 .

[7]  Agnès Jullien,et al.  Sensitivity of the LCA allocation procedure for BFS recycled into pavement structures , 2010 .

[8]  Paulo A. A. Pereira,et al.  Mechanical Characterisation of Hot Mix Recycled Materials , 2004 .

[9]  Baoshan Huang,et al.  Laboratory Investigation of Mixing Hot-Mix Asphalt with Reclaimed Asphalt Pavement , 2005 .

[10]  Clara Celauro,et al.  Production of innovative, recycled and high-performance asphalt for road pavements , 2010 .

[11]  John Rebbechi,et al.  Going green: innovations in recycling [asphalt] , 2005 .

[12]  Larry A Scofield,et al.  PERFORMANCE OF RECYCLED ASPHALT CONCRETE OVERLAYS IN SOUTHWESTERN ARIZONA , 1993 .

[13]  Imad L. Al-Qadi,et al.  Reclaimed Asphalt Pavement – A Literature Review , 2007 .

[14]  Tseng-Hsing Hsu,et al.  Life cycle assessment on using recycled materials for rehabilitating asphalt pavements , 2008 .

[15]  Adriana Martínez,et al.  Experimental study of recycled asphalt mixtures with high percentages of reclaimed asphalt pavement (RAP) , 2011 .

[16]  M. E. Muñoz,et al.  Rheological aspects of the rejuvenation of aged bitumen , 2006 .

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