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Concrete Mix Design

Proportion concrete mix per ACI 211.1 — water content, w/c, cement, coarse and fine aggregate by absolute volume, all per m³.

Inputs

Method (ACI 211.1)
  • Required average f'cr = f'c + 1.34σ (or 8.3 MPa if no σ). Default σ=0 → f'cr = f'c + 8.5.
  • w/c from Abrams' table → typically w/c = 0.45 for f'c=28 MPa (non-air-entrained).
  • Water content from slump and Dmax (approximate Table 6.3.3). Cement = water / (w/c).
  • Coarse aggregate vol. = bca·(unit-vol). Fine aggregate by absolute volume balance.

Results

f'cr (target avg)
w/c ratio
Water (kg/m³)
Cement (kg/m³)
Coarse Agg (kg/m³)
Fine Agg (kg/m³)
Air content
Total mass