Influence of technology temperature on the fatigue cracking resistance of asphalt mixtures used for bridge pavement

Piotr Radziszewski


Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0003-2835-0240

Andrzej Plewa


Division of Road Engineering; Faculty of Civil and Environmental Engineering; Białystok University of Technology (Poland)
https://orcid.org/0000-0002-9470-9314

Karol Kowalski


Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0002-9996-3637

Jan Król


Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0001-8728-3530

Michał Sarnowski


Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0002-2908-7774

Piotr Pokorski


Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology (Poland)
https://orcid.org/0000-0002-8985-7400

Abstract

Bridges are an integral part of road infrastructure. In times of the roadnetwork expansion in Poland a lot of bridges were constructed. Due to the nature of work, a bridge structure should comply with specific features and requirements. This article presents the results of the fatigue life of selected asphalt mixtures used in bridge structures. Mixtures for various pavement layers were investigated. The effect of high temperature on stiffness modulus and fatigue cracking resistance with different levels of strain were analyzed. These relationships were presented in the regression equations form. The crucial influence of increased technology temperature on asphalt mix fatigue life was proved.


Keywords:

asphalt mixture, fatigue cracking, bridge pavement, technology temperature

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Published
2014-12-11

Cited by

Radziszewski, P. (2014) “Influence of technology temperature on the fatigue cracking resistance of asphalt mixtures used for bridge pavement”, Budownictwo i Architektura, 13(4), pp. 225–235. doi: 10.35784/bud-arch.1851.

Authors

Piotr Radziszewski 

Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0003-2835-0240

Authors

Andrzej Plewa 

Division of Road Engineering; Faculty of Civil and Environmental Engineering; Białystok University of Technology Poland
https://orcid.org/0000-0002-9470-9314

Authors

Karol Kowalski 

Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0002-9996-3637

Authors

Jan Król 

Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0001-8728-3530

Authors

Michał Sarnowski 

Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0002-2908-7774

Authors

Piotr Pokorski 

Group of Materials and Road Technology; Faculty of Civil Engineering; Warsaw University of Technology Poland
https://orcid.org/0000-0002-8985-7400

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