Mallick, Rajib Basu
Maine Dept. of Transportation
This study concerns the development of a mix design procedure for full-depth reclaimed asphalt pavement base materials. Bulk specific gravity and resilient modulus data were used to determine optimum additive content. Rutting tests were used to provide durability data for each additive. These tests were found suitable for designing full-depth reclaimed mixes.
Worcester Polytechnic Institute
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Civil and Environmental Engineering