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Table 3 Mixture proportions of NA and RCA concretes.

From: Utilization of Recycled Aggregate Concrete for Marine Site Based on 7-Year Field Monitoring

Mix Mixture proportions of concretes (kg/m3) W/B ratio
Cement Fly ash Fine aggregate Coarse aggregate Water SP
NA RCA
I40 480 765 935 190 0.40
I45 425 765 980 190 0.45
I50 385 765 1010 190 0.50
I40FR00 477 0 767 935 190 0.5 0.40
I40FR15 405 72 767 910 190 0.5 0.40
I40FR25 358 119 767 894 190 0.5 0.40
I40FR35 310 167 767 875 190 0.5 0.40
I40FR50 239 239 767 850 190 0.5 0.40
I45FR00 424 0 767 979 190 0.4 0.45
I45FR15 360 64 767 957 190 0.4 0.45
I45FR25 318 106 767 938 190 0.4 0.45
I45FR35 276 148 767 925 190 0.4 0.45
I45FR50 212 212 767 903 190 0.4 0.45
I50FR00 385 0 767 1012 190 0.3 0.50
I50FR15 327 58 767 990 190 0.3 0.50
I50FR25 289 96 767 978 190 0.3 0.50
I50FR35 250 135 767 964 190 0.3 0.50
I50FR50 193 193 767 944 190 0.3 0.50