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Several tests such as: marshal stability, indirect tensile strength, resilient modulus and fatigue test were conducted.
Mechanical tests on asphalt mixture were Marshall stability, indirect tensile strength, resilient modulus, diametric fatigue and dynamic creep tests.
Asphalt binder tests were used for the modified binders while performance tests such as tensile strength, resilient modulus and rutting tests were employed for the asphalt mixtures.
These tests included Marshall Stability, Loss of Marshall Stability, Indirect Tensile Strength, Loss of Indirect Tensile Strength, Resilient Modulus, Fatigue Life, Rutting, and Creep.
Marshall, Indirect tensile strength, resilient modulus, moisture susceptibility, and dynamic creep tests were conducted to evaluate the mechanical properties of the mixes.
The asphalt concretes, made of recycled waste lime, hydrated lime, and conventional asphalt concrete, were evaluated through their fundamental engineering properties such as Marshall stability, indirect tensile strength, resilient modulus, permanent deformation characteristics, moisture susceptibility, and fatigue resistance.
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The HMA mixtures were designed by Marshall and Superpave and submitted to indirect tensile-strength, resilient modulus, moisture damage and Flow Number.
"Assess strengths: Resilient firms correctly assess strengths and the business environment, identifying possible responses rather than relying on formulas and planned strategic growth schemes".
Also, bentonite leads to relative increase in indirect tensile strength and resilient modulus of asphalt mixtures.
These tests include Marshall analysis, indirect tensile strength (ITS), resilient modulus and dynamic creep test.
With these enhanced binder characteristics, the asphalt concrete specimens showed an increase of tensile strength and resilient modulus and also improved rutting resistance over conventional asphalt concrete.
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