Ageing Evaluation of Foamed Polymer Modified Bitumen with Bio-Flux Additive

Author:

Radziszewski Piotr1,Liphardt Adam1ORCID,Sarnowski Michał1,Kowalski Karol J.1ORCID,Pokorski Piotr1ORCID,Konieczna Katarzyna1ORCID,Król Jan B.1ORCID,Iwański Marek2ORCID,Chomicz-Kowalska Anna2,Maciejewski Krzysztof2ORCID,Iwański Mateusz M.3ORCID,Michalec Maciej4

Affiliation:

1. Institute of Road and Bridges, Faculty of Civil Engineering, Warsaw University of Technology, 00-637 Warsaw, Poland

2. Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, 25-314 Kielce, Poland

3. Department of Building Engineering Technologies and Organization, Faculty of Civil Engineering and Architecture, Kielce University of Technology, 25-314 Kielce, Poland

4. Zakład Robót Drogowych DUKT Sp. z o.o., 26-052 Nowiny, Poland

Abstract

This paper presents the results of an analysis of the changes in the stiffness of asphalt binders modified with a bio-flux additive and subjected to the processes of foaming and short-term ageing. The purpose of the analyses was to determine changes in the rheological properties of asphalt binder as a result of technological processes characteristic of hot and warm mix asphalt technology. Three asphalt binders with similar penetration but varying degrees of polymer modification were tested: 50/70, 45/80–55 polymer-modified bitumen, and 45/80–80 highly modified bitumen. Tests were carried out on four groups of binders: original binders, foamed binders after 14 days of storage, non-foamed binders after Rolling Thin Film Oven Test (RTFOT) ageing, and foamed binders after 14 days of storage subjected to RTFOT ageing. The master curves of the complex shear modulus G* were analysed, and three indexes of binder stiffening were determined, characterising the investigated effects. The tests showed that some of the stiffening indices significantly depended on the degree of polymer modification and the content of the bio-flux additive. Moreover, it was found that the foaming process in the case of paving-grade bitumen and polymer-modified bitumen did not contribute to the additional stiffening of the binders.

Funder

National Center for Research and Development

Publisher

MDPI AG

Subject

General Materials Science

Reference35 articles.

1. West, R., Rodezno, C., Julian, G., Prowell, B., Frank, B., Osborn, L.V., and Kriech, T. (2014). Field Performance of Warm Mix Asphalt Technologies, The National Academies Press.

2. Piłat, J., Gaweł, I., Radziszewski, P., Król, J., and Sarnowski, M. (2008, January 21–23). Bituminous binders fluxed with vegetable oil methyl esters and asphalt mixtures with these binders. Proceedings of the 4th Eurasphalt and Eurobitume Congress, Copenhagen, Denmark.

3. Oxidized rapeseed oil methyl ester as a bitumen flux: Structural changes in the ester during catalytic oxidation;Niczke;Prog. Org. Coat.,2007

4. Zaumanis, M., Mallick, R.B., and Frank, R. (2013, January 26–28). Use of Rejuvenators for Production of Sustainable High Content Rap Hot Mix Asphalt. Proceedings of the XXVIII International Baltic Road Conference, Vilnius, Lithuania.

5. Investigation of Sterol Chemistry to Retard the Aging of Asphalt Binders;Reinke;Transp. Res. Rec. J. Transp. Res. Board,2017

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