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The AC60/70 asphalt binder incorporating with cement and fly ash as filler materials was mixed with limestone following the Marshall mix design method.
Partial replacement of fly ash by silica fume and virgin concrete aggregate (VCA) by recycled concrete aggregate (RCA) are taken for preparing the SCRAC by adopting suitable mix design method along with proposed two stage mixing approach (TSMAsfc).
Mixes were designed using the Marshall mix design method.
The amount of optimum bitumen for each filler condition were determined by Marshall mix design method.
Seven blends of different aggregate gradations were developed using the conventional Marshall mix design method.
The Marshall Mix design method was performed and specimens for mechanical tests were produced.
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However, mix design methods and testing procedures are still developing.
Two methods of mix design namely, Marshall and Superpave mix design methods are considered.
Some mix design methods use the three bar test results in L-box for proportioning SCC.
The results indicated a statistically significant difference in the optimum asphalt binder content from the two mix design methods.
Therefore, in this study, two different approaches, the Superpave and Marshall mix design methods, were used to design HMA mixes and a comparison was made to identify how susceptible these mixtures are to moisture damage.
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