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The properties of these aged binders were evaluated using gel permeation chromatography (GPC) test procedures.
The rheological characteristics of the unmodified and modified asphalt binders were evaluated using the rotational viscosity, dynamic shear rheometer, and bending beam rheometer tests.
The high temperature performance of bio-oil modified asphalt binders were evaluated using dynamic shear rheometer (DSR) and multiple stress creep recovery (MSCR) tests.
The chemical and rheological properties of the rejuvenated severely aged binders were evaluated using high-performance gel permeation chromatography and a dynamic shear rheometer.
The rheological properties for furfural activated and conventional CRM binders were evaluated using the dynamic shear rheometer (DSR) and the gel permeation chromatography (GPC).
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Furthermore, the low temperature cracking resistance of the binders was evaluated using the AASHTO Bending Beam Rheometer BBRR) test procedure at −12 and −18 °C (AASHTO T313).
The fatigue performance of CL-30B modified binder was evaluated using Linear Amplitude Sweep (LAS) test which is based on Visco Elastic Continuum Damage (VECD) theory.
Rutting resistance of short term age binder is evaluated using the multiple stress creep recovery (MSCR) test and hot mix asphalt (HMA) and WMA evaluation will employ the Hamburg Wheel-Tracking Device (HWTD) test.
The rutting resistance of lignin modified asphalt binder at the high temperature was evaluated using Multi Stress Creep and Recovery (MSCR) test, while the fatigue life of asphalt binder was characterized using Linear Amplitude Sweep (LAS) test.
In the present study, intermediate temperature cracking performance of different types of asphalt binders containing warm mix asphalt (WMA) additives was evaluated using three test methods namely, Superpave fatigue parameter, linear amplitude sweep (LAS) and double edge notch test (DENT).
Soluble sdAbs from selected binders were purified and evaluated using direct binding and thermal stability assays on the Luminex 100.
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