Biomodification of Rubberized Asphalt and Its High Temperature Properties

Asphalt rubber has been commonly used in the United States for modifying asphalt binder. There have been several studies on improving the interaction and adhesion between rubber and asphalt matrix. The modification of asphalt binder with crumb rubber (CR) is mainly controlled by the exchange equilibrium between components of asphalt binder and CR. This phenomenon increases the size of rubber particles (swelling) up to three times their original size and leads to a significant increase in the viscosity of the resulting asphalt. Swelling and increased viscosity not only promote separation of the modified matrix into two distinguishable phases but also increase the difficulty of pumping and application of rubberized asphalt. This study investigated the effectiveness of treating rubber with an amide-enriched biomodifier to facilitate breakage of disulfide bonds in rubber polymer while promoting interactions between free radicals and amide groups of biomodifier. Promoting interactions between rubber polymer and asphalt aromatic compounds by adding a biomodifier could alleviate phase separation while enhancing overall matrix elasticity. This modification enhanced the rheological properties of rubberized asphalt, including high-temperature properties as well as its palpability. The rotational viscometer and dynamic shear rheometer were used to evaluate the effect of biomodifier on the rheological properties of asphalt rubber at high and intermediate temperatures. Fourier transform infrared spectroscopy was used to examine the presence of rubber polymer compounds inside the asphalt matrix. The results showed that introduction of biomodifier facilitated the application of higher CR percentages while improving the overall rheological properties of the asphalt rubber.

[1]  Javad Sadeghi,et al.  Quality condition assessment and determination of effective maintenance activities in railway slab tracks , 2012 .

[2]  Peter Collins,et al.  Rapid FTIR method for quantification of styrene‐butadiene type copolymers in bitumen , 2001 .

[3]  Zhanping You,et al.  Effect of warm mixture asphalt (WMA) additives on high failure temperature properties for crumb rubber modified (CRM) binders , 2012 .

[4]  Golzin Yadollahi,et al.  Improving the performance of Crumb Rubber bitumen by means of Poly Phosphoric Acid (PPA) and Vestenamer additives , 2011 .

[5]  Jing Xu,et al.  Analysis of aging mechanism of SBS polymer modified asphalt based on Fourier transform infrared spectrum , 2010 .

[6]  S. Fini,et al.  Investigating effect of amine based additives on asphalt rubber rheological properties , 2014 .

[7]  Ludo Zanzotto,et al.  Study of crumb rubber materials as paving asphalt modifiers , 2007 .

[8]  Zhanping You,et al.  Partial replacement of asphalt binder with bio-binder: characterisation and modification , 2012 .

[9]  Canhui Lu,et al.  A Study on Functionalization of Waste Tire Rubber Powder Through Ozonization , 2011 .

[10]  P. J. Oliveira,et al.  THE USE OF STYRENE-BUTADIENE RUBBER WASTE AS A POTENTIAL FILLER IN NITRILE RUBBER: ORDER OF ADDITION AND SIZE OF WASTE PARTICLES , 2009 .

[11]  Ping Li,et al.  High-Temperature Stability of Asphalt Mixture with the Influence of Styrene Butadiene Styrene , 2012 .

[12]  Felice Giuliani,et al.  High and low temperature properties of crumb rubber modified binders containing warm mix asphalt additives , 2014 .

[13]  H. B. Takallou,et al.  Recycling tires in rubber asphalt paving yields cost, disposal benefits , 1991 .

[14]  Kwang W. Kim,et al.  Interaction effects of crumb rubber modified asphalt binders , 2010 .

[15]  Hainian Wang,et al.  Investigation of the rheological modification mechanism of crumb rubber modified asphalt (CRMA) containing TOR additive , 2014 .

[16]  Robert Karlsson,et al.  Rheological characterisation of bitumen diffusion , 2007 .

[17]  Serji N. Amirkhanian,et al.  Modeling viscosity behavior of crumb rubber modified binders , 2009 .

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

[19]  Philip J. Stolarski,et al.  Fracture critical inspection team of the State of California Department of Transportation , 1995, Smart Structures.

[20]  S. Amirkhanian,et al.  Effect of crumb rubber characteristics on crumb rubber modified (CRM) binder viscosity , 2009 .

[21]  Hussain U Bahia,et al.  Effect of crumb rubber modifiers (CRM) on performance-related properties of asphalt binders , 1994 .

[22]  Taher Abu-Lebdeh,et al.  Synthesis and Characterization of Biomodified Rubber Asphalt: Sustainable Waste Management Solution for Scrap Tire and Swine Manure , 2013 .