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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