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Table 2 Mix proportions of normal concrete mixtures.

From: Introducing a New Quantitative Evaluation Method for Segregation of Normal Concrete

w/c*

Proportion**

Unit volume weight (kg/m3) ***

SP/AE**** (kg/m3)

S/a

W

OPC

Fine aggregate

Coarse aggregate

0.50

0.35

165

330

624

1163

0.99/0.03

175

350

609

1135

1.05/0.04

185

370

594

1079

1.11/0.04

195

390

579

1052

1.17/0.04

205

410

564

1107

1.23/0.04

0.40

165

330

713

1073

0.99/0.03

175

350

696

1047

1.05/0.04

185

370

679

1022

1.11/0.04

195

390

662

996

1.17/0.04

205

410

645

971

1.23/0.04

0.45

165

330

802

984

0.99/0.03

175

350

783

960

1.05/0.04

185

370

763

937

1.11/0.04

195

390

744

913

1.17/0.04

205

410

725

890

1.23/0.04

0.50

165

330

891

894

0.99/0.03

175

350

870

873

1.05/0.04

185

370

848

852

1.11/0.04

195

390

827

830

1.17/0.04

205

410

806

809

1.23/0.04

0.50

165

330

980

805

0.99/0.03

175

350

957

786

1.05/0.04

185

370

933

766

1.11/0.04

195

390

910

747

1.17/0.04

205

410

886

728

1.23/0.04

  1. *w/c water-to-cement ratio.
  2. **S/a sand-to-aggregate ratio, W unit water content.
  3. ***OPC ordinary Portland cement.
  4. ****SP superplasticizer, AE air entrainer.