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In this study, the long-term behavior of the cold-recycled asphalt mixtures was investigated. The scope of the study covered two types of pavement material, three levels of oxydized condition of the old binder and one type of virgin aggregate. The added softening agents included a high-float asphalt emulsion AE-150, a foamed asphalt, and the rejuvenating agents, Reclamite, Mobilsol and DUTREX 739. Specimens of the recycled mixes were compacted with the gyratory machine, and gyratory indices were obtained during the compaction process. The Resilient Modulus, Hveem Stabilometer R-Value and Marshall parameters were obtained on the compacted recycled mixes. The Water Sensitivity Test was used to evaluate the resistance of the recycled mixes to water.
In this study, the long-term behavior of the cold-recycled asphalt mixtures was investigated. The scope of the study covered two types of pavement material, three levels of oxydized condition of the old binder and one type of virgin aggregate. The added softening agents included a high-float asphalt emulsion AE-150, a foamed asphalt, and the rejuvenating agents, Reclamite, Mobilsol and DUTREX 739. Specimens of the recycled mixes were compacted with the gyratory machine, and gyratory indices were obtained during the compaction process. The Resilient Modulus, Hveem Stabilometer R-Value and Marshall parameters were obtained on the compacted recycled mixes. The Water Sensitivity Test was used to evaluate the resistance of the recycled mixes to water.
Characterization of Cold-Recycled Asphalt Mixtures
M. Tia (author)
1982
253 pages
Report
No indication
English
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