The effectiveness of accelerated tests in
evaluating the Alkali-Silica Reactivity of Recycled Concrete Aggregates was
evaluated. The Accelerated Mortar Bar Test was found effective for evaluating
potential alkali-reactivity when the test variables, such as crushing method
and absorption, are carried out in a well-defined process. The method of
crushing was found to have significant impact on the expansion. The Concrete
Microbar Test (CMBT) provides good correlation to the expansion of Concrete
Prisms incorporating Supplementary Cementing Materials when an expansion limit of
0.10% at 56 days or 0.04% at 28 days were used, based on the limited number of
tests carried out here.