Self-Consolidating Concrete Incorporating High Volume of Fly Ash, Slag, and Recycled Asphalt Pavement

International Journal of Concrete Structures and Materials

Table 2 Compositions and proportion of SCC mixtures.

Mix ID	Cementitious materials (kg)					Water (kg)	Aggregates (kg)
Mix ID	CM	Cement	Fly ash	Slag	W/C	W	RAP	Coarse	Fine
Mix 1	375	375	0	0	0.37	139	0	875	890
Mix 2	375	150	225	0	0.37	139	0	875	890
Mix 3	375	113	0	263	0.37	139	0	875	890
Mix 4	375	149	113	113	0.37	139	0	875	890
Mix 5	375	375	0	0	0.37	139	219	656	890
Mix 6	375	150	225	0	0.37	139	219	656	890
Mix 7	375	113	0	263	0.37	139	219	656	890
Mix 8	375	149	113	113	0.37	139	219	656	890
Mix 9	375	375	0	0	0.37	139	437.5	437.5	890
Mix 10	375	150	225	0	0.37	139	437.5	437.5	890
Mix 11	375	113	0	263	0.37	139	437.5	437.5	890
Mix 12	375	149	113	113	0.37	139	437.5	437.5	890