Influence of technology temperature on the fatigue cracking resistance of asphalt mixtures used for bridge pavement
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Published:
Dec 11, 2014
Issue Vol. 13 No. 4 (2014)
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The numeric model of the properties of viscoelastic pavement layers made of asphalt concrete
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Influence of technology temperature on the fatigue cracking resistance of asphalt mixtures used for bridge pavement
225-235
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Main Article Content
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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
Article Details
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.
