Full-scale validation of bio-recycled asphalt mixtures for road pavements

Abstract Recycling of asphalt has become a well-established practice in many countries, however the road pavement industry remains a bulk consumer of extracted raw materials. Novel solutions that find root in circular economy concepts and life-cycle approaches are needed in order to enable optimisation of infrastructure resource efficiency, starting from the design stage and spanning the whole value chain in the construction sector. Itis within this framework that the present study presents a full-scale validation of asphalt mixtures specifically designed to ensure durability of flexible road pavements and at the same time enabling the reuse of reclaimed asphalt pavement (RAP) through the incorporation of bio-materials as recycling agent. These bio-recycled asphalt mixtures have been first designed in laboratory and subsequently validated in a real scale experiment conducted at the accelerated pavement testing facilities at IFSTTAR. Four pavement sections were evaluated: three test sections with innovative bio-materials, and a reference section with a conventional, high modulus asphalt mix (EME2). Two tests were realized: a rutting test and a fatigue test and for each of them the evolution of bio-recycled asphalt mixtures properties as well as the pavement deteriorations were recorded and studied. Evolution of the bio-asphalt mixtures was monitored for a 5 months period after paving by a bespoke nondestructive micro-coring, extracting and recovering methodology developed at the Western Research Institute (WRI). The structural health of the pavement sections was monitored through periodic falling weight deflectometer (FWD) as well as with strain gages and temperature sensors. As a result the three tailored bio-asphalt mixtures performed similarly or better than the control mixture, both in terms of property evolutions and durability.

[1]  Emmanuel Chailleux,et al.  A mathematical-based master-curve construction method applied to complex modulus of bituminous materials , 2006 .

[2]  Brian K Diefenderfer,et al.  A life cycle assessment of in-place recycling and conventional pavement construction and maintenance practices , 2015 .

[3]  T. Ma,et al.  Influences of Preheating Temperature of RAP on Properties of Hot-Mix Recycled Asphalt Mixture , 2016 .

[4]  Yu Yan,et al.  Evaluation of cracking performance for polymer-modified asphalt mixtures with high RAP content , 2017 .

[5]  P Hornych,et al.  The LCPC's ALT facility contribution to pavement cracking knowledge , 2008 .

[6]  Chettiyappan Visvanathan,et al.  Resources, Conservation and Recycling , 2011 .

[7]  Alexander J. Austerman,et al.  Evaluating the effect of rejuvenators on the degree of blending and performance of high RAP, RAS, and RAP/RAS mixtures , 2013 .

[8]  Douglas I Hanson,et al.  Evaluation of the Relationship between Asphalt Binder Properties and Non-Load Related Cracking , 2011 .

[9]  T. Ma,et al.  Fatigue Evaluation of Recycled Asphalt Mixture Based on Energy-Controlled Mode , 2017 .

[11]  Walter Klöpffer,et al.  Life cycle assessment , 1997, Environmental science and pollution research international.

[12]  Robert Frank,et al.  Influence of Six Rejuvenators on the Performance Properties of Reclaimed Asphalt Pavement (RAP) Binder and 100% Recycled Asphalt Mixtures , 2014 .

[13]  Jean-Francois Corte,et al.  Design of Pavement Structures: The French Technical Guide , 1996 .

[14]  Yu Yan,et al.  Cracking performance characterisation of asphalt mixtures containing reclaimed asphalt pavement with hybrid binder , 2019 .

[15]  J. Balay,et al.  Evaluation of pavement materials containing RAP aggregates and hydraulic binder for heavy traffic pavement , 2017 .

[16]  Véronique Cerezo,et al.  Life cycle assessment of low temperature asphalt mixtures for road pavement surfaces: A comparative analysis , 2018, Resources, Conservation and Recycling.

[17]  Elie Y. Hajj,et al.  Towards 100 % recycling of reclaimed asphalt in road surface courses: binder design methodology and case studies , 2016 .

[18]  Pierre Hornych,et al.  Review of glass fibre grid use for pavement reinforcement and APT experiments at IFSTTAR , 2013 .

[19]  L. A. Palmer,et al.  THE THEORY OF STRESS AND DISPLACEMENTS IN LAYERED SYSTEMS AND APPLICATIONS TO THE DESIGN OF AIRPORT RUNWAYS , 1944 .

[21]  A. Jiménez del Barco Carrión,et al.  Binder design of high RAP content hot and warm asphalt mixture wearing courses , 2015 .

[22]  Adelino Ferreira,et al.  Environmental and economic assessment of pavement construction and management practices for enhancing pavement sustainability , 2017 .

[23]  H. Di Benedetto,et al.  Accelerated Pavement Testing Experiment of a Pavement Made of Fiber-Reinforced Roller-Compacted Concrete , 2012 .

[24]  Emmanuel Chailleux,et al.  Linear viscoelastic properties of high reclaimed asphalt content mixes with biobinders , 2017 .

[25]  Simon Pouget,et al.  Thermo-mechanical behaviour of mixtures containing bio-binders , 2013 .

[26]  Ola Wik,et al.  Risk assessment and life cycle assessment of reclaimed asphalt , 2012 .

[27]  Yongli Zhao,et al.  Evaluation of the diffusion and distribution of the rejuvenator for hot asphalt recycling , 2015 .

[28]  Pierre Hornych,et al.  Continuous strain monitoring of an instrumented pavement section , 2019 .

[29]  Laurent Porot,et al.  Effect of rejuvenator on performance characteristics of high RAP mixture , 2017 .

[30]  T. Ma,et al.  Experimental study of recycled asphalt concrete modified by high-modulus agent , 2016 .

[31]  T. Ma,et al.  Laboratory investigation of the recycled asphalt concrete with stable crumb rubber asphalt binder , 2019, Construction and Building Materials.