State-of-the-Art Report on Alkali Silica Reactivity Mitigation Effectiveness Using Different Types of Fly Ashes

Table 4

MCPT specimen mixture proportion.

Item	Mix proportion
Cement content of the mix	420 kg/m^3 (708 lb/yd^3)
Water-to-cement ratio	0.45
Coarse aggregate volume fraction (dry)	0.65
Maximum size of coarse aggregate	12.5 mm (1/2 in.)
Coarse aggregate gradation; (% by weight of total coarse aggregate)
12.5 mm–9.5 mm	57.5%
9.5 mm–4.75 mm	42.5%
Fine aggregate	Determined based on ACI 211 absolute volume method, that is, subtracting the proportions of all the other ingredients from 1 m^3 of concrete