Performance evaluation of asphalt mixtures containing high-RAP binder content and bio-oil rejuvenator

Abstract The objective of this study was to conduct a laboratory-based research study that evaluated the performance of asphalt mixtures prepared with date seed oil (DSO) modified binders containing different amounts of Reclaimed Asphalt Pavement (RAP) binder varying from 20 to 40%. To this end, moisture susceptibility, rutting performance, stiffness modulus and fatigue resistance of the mixtures were assessed using Modified Lottman (AASHTO T283), Wheel Tracking Test (WTT), Indirect Tensile Stiffness Modulus (ITSM) and four-point beam fatigue, respectively. Regression models were provided to estimate fatigue life of the mixes. The results showed that moisture susceptibility of the mixes was slightly influenced by DSO content. Rutting performance of the mixes was deteriorated, while the addition of DSO improved fatigue life of the specimens containing 20% RAP up to 15%. However, in order to employ 40% or more of RAP binder, other alternatives should be considered.

[1]  Mofreh Saleh,et al.  Laboratory evaluation of warm mix asphalt incorporating high RAP proportion by using evotherm and sylvaroad additives , 2016 .

[2]  C. Beermann,et al.  Lipids in Health and Disease , 2003 .

[3]  Hainian Wang,et al.  Using bio-based rejuvenator derived from waste wood to recycle old asphalt , 2018, Construction and Building Materials.

[4]  Hassan Ziari,et al.  RESILIENT BEHAVIOUR OF HOT MIXED AND CRACK SEALED ASPHALT CONCRETE UNDER REPEATED LOADING , 2007 .

[5]  A. Scarpas,et al.  Turning Back Time , 2014 .

[6]  Elie Y. Hajj,et al.  Laboratory Evaluation of Mixes Containing Recycled Asphalt Pavement (RAP) , 2009 .

[7]  J. Harvey,et al.  Effects of Asphalt Content and Air Void Content on Mix Fatigue and Stiffness , 1996 .

[8]  Y. Kim,et al.  Fatigue and Rutting Evaluation of Laboratory-Produced Asphalt Mixtures Containing Reclaimed Asphalt Pavement , 2015 .

[9]  Jiaqi Chen,et al.  A review on solutions for improving rutting resistance of asphalt pavement and test methods , 2018 .

[10]  Jo Sias Daniel,et al.  Effects of Long-Term Oven Aging on Reclaimed Asphalt Pavement Mixtures , 2012 .

[11]  Mohammad Molayem,et al.  Moisture susceptibility evaluation of asphalt mixtures containing Evonik, Zycotherm and hydrated lime , 2018 .

[12]  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 .

[13]  Fujie Zhou,et al.  Development of new mix design method for asphalt mixtures containing RAP and rejuvenators , 2016 .

[14]  William G. Buttlar,et al.  Performance Evaluation of Asphalt Mixtures with Reclaimed Asphalt Pavement and Recycled Asphalt Shingles in Missouri , 2019, Transportation Research Record: Journal of the Transportation Research Board.

[15]  Luis Alberto Herrmann do Nascimento,et al.  Effects of morphological characteristics of aggregate particles on the mechanical behavior of bituminous paving mixtures , 2016 .

[16]  S. Tighe,et al.  Effects of high friction aggregate and PG Plus binder on rutting resistance of hot mix asphalt mixtures , 2017 .

[17]  Arianna Stimilli,et al.  Warm recycling of flexible pavements: Effectiveness of Warm Mix Asphalt additives on modified bitumen and mixture performance , 2017 .

[19]  Robert Frank,et al.  Evaluation of Rejuvenator's Effectiveness with Conventional Mix Testing for 100% Reclaimed Asphalt Pavement Mixtures , 2013 .

[20]  Hasan Ozer,et al.  Chemical Characterization of Biobinder from Swine Manure: Sustainable Modifier for Asphalt Binder , 2011 .

[21]  M. Mørk,et al.  Innovative stabilization techniques for weak crushed rocks used in road unbound layers: A laboratory investigation , 2019, Transportation Geotechnics.

[22]  Yusuf Mehta,et al.  Investigation of the impacts of aging and RAP percentages on effectiveness of asphalt binder rejuvenators , 2016 .

[23]  A. T. Pauli,et al.  Ageing characteristics of RAP binder blends – what types of RAP binders are suitable for multiple recycling? , 2014 .

[25]  L. Mohammad,et al.  Fatigue performance of asphalt mixture containing recycled materials and warm-mix technologies under accelerated loading and four point bending beam test , 2018, Journal of Cleaner Production.

[26]  M. S. Mir,et al.  Laboratory study on use of RAP in WMA pavements using rejuvenator , 2018 .

[27]  Seyed Amid Tahami,et al.  Characterizing Temperature Performance of Bio-Modified Binders Containing RAP Binder , 2018, Journal of Materials in Civil Engineering.

[28]  R. Christopher Williams,et al.  Improving fatigue and low temperature performance of 100% RAP mixtures using a soybean-derived rejuvenator , 2017 .

[29]  M. Oeser,et al.  Rheological characterisation and modelling of bitumen containing reclaimed components , 2019 .

[30]  Savas Kaya,et al.  Multi-scale evaluation of the effect of rejuvenators on the performance of high RAP content mixtures , 2015 .

[31]  Alejandra Calabi-Floody,et al.  Performance evaluation of warm mix asphalt involving natural zeolite and reclaimed asphalt pavement (RAP) for sustainable pavement construction , 2018, Construction and Building Materials.

[32]  M. Mirghani Processing of date palm kernel (DPK) for production of nutritious drink , 2012 .

[33]  Aria Fathi,et al.  Image Processing Method to Estimate the Wearing Condition of Slurry Seal Mixtures , 2019, Airfield and Highway Pavements 2019.

[34]  Qingli Dai,et al.  Mechanical performance of asphalt mixtures modified by bio-oils derived from waste wood resources , 2014 .

[35]  Joshua S. Yuan,et al.  Toward the development of performance-related specification for bio-rejuvenators , 2018, Construction and Building Materials.

[36]  M. Saghafi,et al.  Performance Evaluation of Slurry Seals Containing Reclaimed Asphalt Pavement , 2019, Transportation Research Record: Journal of the Transportation Research Board.