Characterization of Base Oil Effects on Aged Asphalt Binders Considering Bicycle Road

Abstract

Demand for various bicycles and sharing systems has constantly been growing worldwide as they improve the quality of life and promote eco-friendly transportation. Accordingly, it is inevitable that bicycle roads should be expanded. As bicycle roads have a relatively lower load applied than automobile roads, adopting a design method that uses a high reclaimed asphalt pavement (RAP) content can be beneficial. However, much uncertainty still exists about the relation between the mixing method and application in field sites, without appropriately considering the quality control of the rejuvenator. Therefore, this study aims to demonstrate the effect of base oil as a rejuvenator on aged binders, considering the use of a high RAP content for bicycle roads. To prepare the aged binder, a rolling thin-film oven (RTFO) and pressure aging vessel (PAV) were used to imitate the life cycle of asphalt pavement from production to service life, and then three contents of aged binder (0%, 50%, and 100%) were added and mixed with fresh PG 64-22 base binder. Finally, each type of prepared aged asphalt binder was blended with three different base oil contents (0%, 5%, and 10%). The results indicated that (1) the addition of base oil effectively decreased the viscosity of aged binders, (2) aged binders containing base oil showed less G*/sin δ compared to originally aged binders, and (3) the application of base oil improves the cracking properties of the aged binder by decreasing stiffness. In conclusion, the most striking observation from the data analysis from the Superpave test and statistical results was the effect of reducing the asphaltene portion based on the use of base oil in the aged binder. Therefore, using base oil in RAP can enable the application of a high RAP content to the bicycle road.

Laboratory Evaluation of High-Temperature Properties of Recycled PMA Binders

“…In addition, according to previous research [7,11], applying RAP is helpful regarding initial costs, natural resources, and disposal problems of waste materials. However, despite the existence of research demonstrating the efficacy of the recycled modifier for asphalt mixtures [10,12,13], there is a lack of studies focusing specifically on the recycling of modified asphalt binders in RAP. In addition, even though applying RAP in an asphalt mixture improves the resistance to plastic deformation, it increases the stiffness of the asphalt binder [7,14].…”