Experimental study of recycled asphalt mixtures with high percentages of reclaimed asphalt pavement (RAP)

Utilization of Reclaimed Asphalt Pavement (rap) in Jordan Roadways

Using Reclaimed Asphalt Pavement (RAP) in asphalt mixes has become a common practice in many countries as experience indicated that the recycling of asphalt pavements is very advantageous from different perspectives. Some of the advantages of utilizing RAP include conservation of asphalt and aggregate resources, conservation of energy, and reduction in life-cycle cost. In this study, the suitab...

Evaluation of Reclaimed Asphalt Pavement for Surface Mixtures

The Joint Transportation Research Program serves as a vehicle for INDOT collaboration with higher education institutions and industry in Indiana to facilitate innovation that results in continuous improvement in the planning, design, construction , operation, management and economic efficiency of the Indiana transportation infrastructure. NOTICE The contents of this report reflect the views of ...

Low Temperature Performance Characteristics of Reclaimed Asphalt Pavement (RAP) Mortars with Virgin and Aged Soft Binders

Feipeng Xiao 1,*, Ruoyu Li 1, Henglong Zhang 2 and Serji Amirkhanian 3,* 1 Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji University, Shanghai 201804, China; [email protected] 2 School of Civil Engineering, Hunan University, Changsha 410082, China; [email protected] 3 State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technolo...

Evaluation of the Effects of Recycled Asphalt Pavement (rap) on an Ndot Hma Mixture

Evaluation of Fatigue Properties of Asphalt Mixtures Containing Reclaimed Asphalt using Response Surface Method

This paper presents the effects of different amounts of reclaimed asphalt on fatigue life of asphalt mixtures. Central composite method was used to design of experiments based on response surface method (RSM). Binder type (Pen 60/70 and Pen 85/100), reclaimed asphalt pavement (RAP) content (25, 50 and 75%) and loading strain (150, 250 and 350 micro strain) were selected as independent variables...