Kinetics-based aging evaluation of in-service recycled asphalt pavement

Abstract

Reclaimed asphalt pavement (RAP) is a type of material that already suffers long-term aging in the field, so its aging characteristics become prominent since they are closely related to premature distresses and longevity of recycled pavements. While most of investigations of RAP mixtures are carried out in the laboratory, this study focuses on in situ aging of asphalt pavements with RAP overlays. A kinetics-based aging modeling approach is proposed to analyze and quantify long-term field aging of RAP overlays using the Falling Weight Deflectometer (FWD) data and climate data. The kinetics-based approach contains a modulus aging model with kinetic parameters (e.g. aging activation energy) for asphalt mixtures. Eight asphalt overlays are selected with different mixtures (RAP and virgin), thickness (50 mm and 125 mm), and surface preparation (milling and no milling). An asphalt pavement with an overlay has a composite aging process since the aging speeds of different asphalt layers are different. Thus an approach to separate the FWD modulus is developed in order to obtain the actual aging behaviors and properties of the overlay. By applying the kinetics-based modeling to the separated FWD moduli, the aging activation energies of both the overlays and old asphalt layers are determined. It is found that the RAP overlay has the highest aging activation energies and slowest aging rates among the RAP overlay, virgin overlay, and old asphalt layer for the selected pavements. It also reveals through the aging activation energy that the thick overlays age slower than thin ones, and the overlays on milled pavements age slower than those placed without milling. The findings in terms of the aging activation energy can be used to explain the difference in the field performance of overlay pavement sections.

Characterization of Recovery in Asphalt Binders

“…In 2015, the authors [30] developed a kinetics-based aging modulus prediction model in asphalt mixtures. Since then, researchers began to use this model to study the modulus of the asphalt materials [31][32][33]. All of these studies have gained satisfying results, which verifies the accuracy of this approach and also indicates high feasibility of the kinetics-based model.…”

Post-Evaluation System of Cold Central-Plant Recycling Technology for Old Asphalt Pavement

“…The use of recycled solid wastes decreased energy consumption and lowered greenhouse gas emission and cost. Luo et al [9] analyzed and quantized the long-term field aging of recycled asphalt pavement (RAP) coverage layer based on falling weight deflectometer and climatic data. They found that RAP mixture has the highest aging activation energy and the lowest aging rate.…”

Determination of flexible pavement deterioration conditions using Long‐Term Pavement Performance database and artificial intelligence‐based finite element model updating

“…Considering the variety of distress modes and the complexity of intrinsic mechanism, studies on the pavement deterioration can be conducted in terms of individual distress modes and overall performance of the pavement. For an individual distress mode, the pavement condition can be evaluated either from direct field measurements or from a mechanistic‐empirical (ME) model associating intrinsic mechanism, laboratory tests, and field performance 2,4–9 . In this direction, indicators representing the deterioration condition are specific.…”

“…Compared with the loading frequency, effects of the temperature are easier to be implemented into models since the temperature change with time and pavement layer depth has been characterized thoroughly 20 . The temperature can be used to calibrate the modulus 7 or serve as an explicit parameter in ME models 6,8 . In contrast, traffic loads in these models are typically characterized in terms of the axle number and axle weight.…”