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This paper aims to study the rheological properties of the binder taken from four years old flexible pavement stretch. The stretch was divided into six different sections based on the thickness of the surface course. Originally, 60/70 grade asphalt binder was used throughout the pavement stretch. The binder was obtained from the process of extraction and recovery. Dynamic shear rheometer (DSR) test was conducted on the recovered asphalt binder to determine the various parameters viz., Complexdoi:10.15623/ijret.2013.0213033 fatcat:6qa5hwwhnnd5fmxeekjqehtaoe