A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Determination of Recycled Asphalt Pavement (RAP) Content in Asphalt Mixes Based on Expected Mixture Durability
Decreasing supplies of locally available quality aggregate in some areas, growing concern over waste disposal, and the rising cost of asphalt binder have resulted in greater use of recycled asphalt pavement (RAP) for new road construction. Unfortunately, the incorporation of RAP introduces one more variable to consider when predicting the durability of the newly-constructed asphalt concrete pavement. Traditional determination of the RAP quantity allowed for addition to the virgin asphalt concrete mix as an empirical nature and is based on viscosity measurement of a blended binder. The primary objective of this study was to develop an implementable testing procedure that will effectively determine recycled asphalt pavement (RAP) content limits based on mix durability loss. The research approach involved laboratory examination of twenty intermediate course bituminous concrete mixes, to evaluate changes in asphalt binder properties and mix durability resulting from the addition of various levels of RAP. Specimens of virgin asphalt binder and blended virgin/RAP binder were tested (both non-aged and oven-aged) by Dynamic Shear Rheometer (DSR) and Bending Beam Rheometer (BBR) to evaluate stiffness properties at various temperatures. Bituminous mix specimens compacted at optimum binder contents were tested (both for non-conditioned and moisture-conditioned) for indirect tensile strength and absorbed energy characteristics. Non-conditioned specimens were also tested for unconfirmed compressive strength.
Determination of Recycled Asphalt Pavement (RAP) Content in Asphalt Mixes Based on Expected Mixture Durability
Decreasing supplies of locally available quality aggregate in some areas, growing concern over waste disposal, and the rising cost of asphalt binder have resulted in greater use of recycled asphalt pavement (RAP) for new road construction. Unfortunately, the incorporation of RAP introduces one more variable to consider when predicting the durability of the newly-constructed asphalt concrete pavement. Traditional determination of the RAP quantity allowed for addition to the virgin asphalt concrete mix as an empirical nature and is based on viscosity measurement of a blended binder. The primary objective of this study was to develop an implementable testing procedure that will effectively determine recycled asphalt pavement (RAP) content limits based on mix durability loss. The research approach involved laboratory examination of twenty intermediate course bituminous concrete mixes, to evaluate changes in asphalt binder properties and mix durability resulting from the addition of various levels of RAP. Specimens of virgin asphalt binder and blended virgin/RAP binder were tested (both non-aged and oven-aged) by Dynamic Shear Rheometer (DSR) and Bending Beam Rheometer (BBR) to evaluate stiffness properties at various temperatures. Bituminous mix specimens compacted at optimum binder contents were tested (both for non-conditioned and moisture-conditioned) for indirect tensile strength and absorbed energy characteristics. Non-conditioned specimens were also tested for unconfirmed compressive strength.
Determination of Recycled Asphalt Pavement (RAP) Content in Asphalt Mixes Based on Expected Mixture Durability
O. Abdulshafi (author) / B. Kedzierski (author) / M. G. Fitch (author)
2002
110 pages
Report
No indication
English
Construction Equipment, Materials, & Supplies , Highway Engineering , Recycled materials , Asphalt pavements , Binders , Construction materials , Bituminous concrete , Aggregates , Durability , Tensile strength , Absorbed energy , Rheological properties , Viscosity , Mixtures , Recycled Asphalt Pavements(RAP)
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