Properties of Rejuvenated RAPs from Stone Mastic Asphalt

Article Preview

Abstract:

Recycling asphalt pavement creates a cycle of reusing materials that optimizes the use of natural resources. Reclaimed asphalt pavement (RAP) is a useful alternative to virgin materials because it reduces the need to use virgin aggregate. This paper is concerned with the current issue of using RAP in Stone Mastic Asphalt (SMA). SMA is a wearing course, which is especially stable and durable. It describes the effects of application of rejuvenators on properties of asphalt binders. These rejuvenation additives restore the physical and chemical properties of aged binders. In addition, the aged asphalt binder with rejuvenators applied was subjected to a short-term laboratory aging using the RTFOT (Rolling Thin Film Oven Test). To assess the binder properties, both the standard empirical tests and more advanced functional tests (dynamic shear rheometer and bending beam rheometer) have been performed. Last part of the paper provides an evaluation of the individual rejuvenation additives. Based on the results it can be concluded that a positive change in properties of aged asphalt binder obtained from a modified RAP (from SMA) after applying all the rejuvenators has been proven. The effect of the rejuvenators during the manufacturing process and laying has been verified.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

129-134

Citation:

Online since:

February 2017

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] I. Krcmova, P. Hyzl, M. Varaus, P. Nekulova, RAP in hot mix asphalt, Proceedings of Asphalt roadways in environmental way 2015. Slovak Republic. (2015).

Google Scholar

[2] R. E. Boyer, Asphalt rejuvenators: Fact, or Fable, [online]. San Antonio, Texas. (2000) Available at: http: /www. totalasphalt. com/docs/products/Asphalt-Rejuvenators_Fact-or-Fable. pdf.

Google Scholar

[3] EN 12607-1 Bitumen and bituminous binders. Determination of the resistance to hardening under influence of heat and air. RTFOT method. Praha. Czech Office for Standards, Metrology and Testing. (2015).

DOI: 10.3403/30138290

Google Scholar

[4] EN 1426 Bitumen and bituminous binders – Determination of needle penetration. Praha. Czech Office for Standards, Metrology and Testing. (2015).

Google Scholar

[5] EN 1427 Bitumen and bituminous binders – Determination of the softening point – Ring and Ball method. Praha. Czech Office for Standards, Metrology and Testing. (2015).

DOI: 10.3403/30138275

Google Scholar

[6] Picture of BBR (bending beam rheometer). Available: http: /www. pavementinteractive. org/article/bending-beam-rheometer.

DOI: 10.3403/30102527

Google Scholar

[7] EN 14770 Bitumen and bituminous binders - Determination of complex shear modulus and phase angle - Dynamic Shear Rheometer (DSR). Praha. Czech Office for Standards, Metrology and Testing. (2006).

DOI: 10.3403/30247874

Google Scholar

[8] EN 14771 Bitumen and bituminous binders - Determination of the flexural creep stiffness - Bending Beam Rheometer (BBR). Praha. Czech Office for Standards, Metrology and Testing. (2012).

DOI: 10.3403/30247865

Google Scholar

[9] I. Krcmova, P. Hyzl, P. Nekulova, P. Coufalik, O. Dasek, Use of Rejuvenators to Rejuvenate Asphalt Binders in RAPs, Key Eng. Mater. ISSN 1662-9795. (2016).

DOI: 10.4028/www.scientific.net/kem.737.547

Google Scholar