Abstract:
In Portugal, the stiffness modulus and the fatigue resistance of asphalt mixtures are generally assessed through four-point bending tests on prismatic shaped specimens (4PB) based on European standard EN 12697-24-Annex D. Traditionally, these tests are performed at a load frequency of 10 Hz. However, in the present context of European material specifications standards, namely EN 13108-20 concerning type testing, it also became necessary to evaluate the fatigue behavior in 4PB tests performed at a load frequency of 30 Hz. In addition, surface fatigue failure cracks which initiate from the top are becoming a more common pavement distress, mainly in thick pavements. In order to assess the influence of asphalt aging on fatigue resistance of asphalt mixtures for wearing courses, an experimental study was carried out, in which a typical Portuguese surface course asphalt mixture, produced with dense graded granite aggregates and with different penetration grade bitumen (35/50×10-1 mm and 50/70×10-1 mm), was used. The assessment of the effect of aging was performed after submitting test specimens to laboratory simulated aging, and comparing the fatigue life of the aged and the un-aged prismatic specimens. This paper presents the main results achieved so far concerning the fatigue resistance assessed in 4PB tests performed at a load frequency of 30 Hz, and it may be concluded that the asphalt mixtures involved in this study have exhibited a satisfactory behavior, and have showed low sensitivity to aging.
