Behavior of Cold Recycled Mixes in the Range of Low Temperatures – Experimental Study

Article Preview

Abstract:

Cold recycled mixes are used in many parts of the world as a standardized pavement rehabilitation technique. The quality of the mixes has been so far assessed by strength characteristics, water susceptibility and stiffness. In some cases frost resistance is determined as well. Nevertheless, especially for regions with winter seasons where temperatures are reaching values below 0°C, there are no standardized procedures and sufficient findings related to resistance to cracking and fracture behavior. Experimental study done at CTU in Prague describes three types of tests performed on 15 different cold recycled mixes. In parallel three standardized hot asphalt mixes were selected and used as well for a comparison of behavior in the range of low temperatures. Finally specimens acquired from an existing construction site where cold recycled technology was applied have been cored and tested mainly for crack propagation test. In general three tests have been selected and include crack propagation text on semi-cylindrical specimens, flexural strength test and relaxation test. Behavior in low temperature range and resistance to cracking has been tested in the temperature range of 0°C to-10°C.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

303-308

Citation:

Online since:

October 2015

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2015 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Ministry of Transportation: TP 170 – Pavement Design Manual. Prague, in Czech, http: /www. pjpk. cz/TP%20170. pdf, (2004).

Google Scholar

[2] Czech Hydrometeorological Institute, in Czech, Available from: www. chmi. cz.

Google Scholar

[3] EN 13108-3. Bituminous mixtures. Material specifications. Soft asphalt. European Committee for Standardization, (2006).

Google Scholar

[4] M. Varaus, Asphalt mixture behavior in low temperature range. Silnice a železnice, Prague, (in Czech), http: /www. silnice-zeleznice. cz/clanek/nizkoteplotni-chovani-asfaltovych-smesi/, (2008).

Google Scholar

[5] P. Mondschein, F. Luxemburk, Problems of behavior of bituminous mixtures and bituminous binders in low temperatures, Dissertation thesis, CTU in Prague, in Czech, (2008).

Google Scholar

[6] O. Krpálek, Deformation behavior of cold recycled mixes with various types of binders, Bachelor thesis, CTU in Prague, in Czech, (2008).

Google Scholar

[7] EN 12697-44: Bituminous mixtures. Test methods for hot mix asphalt. Crack propagation by semi-circular bending test.

DOI: 10.3403/30182306u

Google Scholar

[8] EN 12697-33: Bituminous mixtures. Test methods for hot mix asphalt. Specimen prepared by roller compactor.

DOI: 10.3403/02962528

Google Scholar

[9] E.R. Brown, P.S. Kandhal and J. Zhang, Performance testing for hot mix asphalt (2001).

Google Scholar

[10] M. Mika, Determination of behavior in low temperature range for asphalt mixes containing selected CRmB binders. Master thesis. FCE CTU in Prague, in Czech, (2012).

Google Scholar

[11] M. Spiegel, M. Wistuba, R. Lackner and R. Blab, Risk assessment of low-temperature cracking of asphalt - An experimental study, 11th International Conference on Fracture 2005, ICF11, (2005).

Google Scholar

[12] EN 12697-46: Bituminous mixtures. Test methods for hot mix asphalt. Low Temperature Cracking and Properties by Uniaxial Tension Tests.

DOI: 10.3403/30249141u

Google Scholar

[13] M. Marastenau, E.Z. Teshale, K.H. Moon, M. Turos, W. Buttlar, D. Eshan, and A. Sarfraz, Investigation of Low Temperature Cracking in Asphalt Pavements, National Pooled Fund Study – Phase II: Minnesota Department of Transportation, (2012).

Google Scholar

[14] F. Batista, J. Valentin, Z. Čížková, T. Valentová, D. Simnofske, K. Mollenhauer, A. Tabakovic, C. McNally and M. Engels, Report on available test and mix design procedures for cold-recycled bitumen stabilised materials (D1. 1). Project CoRePaSol, Prague, (2014).

DOI: 10.14311/ee.2016.357

Google Scholar