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Research Article

Chemical and rheological characterisation of in-situ SBS modified asphalt pavement considering the effect of aging gradient

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Article: 2099856 | Received 25 Apr 2022, Accepted 05 Jul 2022, Published online: 20 Jul 2022
 

ABSTRACT

Clarifying the evolution of in-service asphalt pavement aging is critical to the project-level strategy decision of pavement maintenance. However, the environmental-induced differences in field aging evolution are still unclear. To address this problem, this research aims to first characterise field aging in terms of both chemistry and rheology, and then to investigate the factors controlling the aging gradient of asphalt pavement from both the environment and the mixture itself. Field cores were collected from 14 sections of 10 highways with different in-service times, climatic conditions, and mixture types. Field-aged binder was extracted from wearing course with different depths. Laboratory-aged binder after different cycles of Pressure Aging Vessel (PAV) were also evaluated as a benchmark for field-aged binders. The rheological and chemical properties of both the field-based and lab-based aged binders were measured using dynamic shear rheometer (DSR) and Fourier transform infrared (FTIR) spectrometer, respectively. Moreover, the mortar film thickness index (Tm) of mixture from 4 sections was characterised through image processing techniques. The changing rate of the pavement in 0–2 cm characterised by carbonyl index was closely correlated with environmental factors. Higher solar radiation, lower annual days >30°C, and thicker mortar film thickness lead to a greater aging gradient.

Disclosure statement

No potential conflict of interest was reported by the author(s).

Additional information

Funding

This work was supported by National Natural Science Foundation of China [grant number 52108421]; Transformation Program of Scientific and Technological Achievements of Jiangsu Provence [grant number 2020Y19-1(1)]; open project of Jiangsu Productivity Association [grant number JSSCL2021A016].

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