Laboratory Evaluation Of Crumb Rubber Modified Asphalt Using Over Burnt Brick Aggregate

It's noticed that the CR-modified OBBA combine utilizing dry course of exhibits higher stability in comparison with the other two processes. Moreover, Indirect Tensile strength (ITS) and Tensile Energy Ratio (TSR) tests are performed. It shows that CR-modified OBBA mixes utilizing the dry course of and wet process have met the minimal required TSR value of 80%, in keeping with MoRT&H tips.

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