Concrete mix ratios, decoded
1:2:4 and its siblings are volumetric recipes older than ready-mix — and still how much of the world batches concrete. Here's what the numbers mean and when each mix is appropriate.
Contents
Nominal mix ratios at a glance
| Feature | Ratio (C:S:A) | IS grade | ≈ Strength | Appropriate use |
|---|---|---|---|---|
| Lean / blinding | 1:4:8 | M7.5 | 1,100 psi | Levelling course under footings |
| Mass fill | 1:3:6 | M10 | 1,450 psi | Trench fill, haunching — no rebar |
| General purpose | 1:2:4 | M15 | 2,200 psi | Paths, mowing strips, non-structural slabs |
| Structural minimum | 1:1.5:3 | M20 | 2,900 psi | RCC slabs, footings, driveways |
| Rich structural | 1:1:2 | M25 | 3,600 psi | Columns, beams, exposed work |
What each number means
A ratio like 1:2:4 reads cement : fine aggregate (sand) : coarse aggregate, by volume, in that order. One bucket of cement, two of sand, four of 20 mm stone. The sand fills voids between stones; the cement paste coats everything and glues it. Roughly speaking, the finished concrete volume is about two-thirds of the summed loose ingredient volumes, because sand and paste disappear into the voids — which is why batch tables, not intuition, size the ingredient piles.
- Cement14.3%
- Sand28.6%
- 20 mm aggregate57.1%
Water-cement ratio: the strength dial
w/c = weight of water ÷ weight of cement
Target 0.45–0.55 for site work. Every 0.05 increase costs roughly 400–700 psi of 28-day strength (Abrams' law in practice).
Batching quantities per cubic meter
| Mix | Cement (50 kg bags) | Sand / aggregate |
|---|---|---|
| 1:3:6 (M10) | 4.4 bags | 0.47 m³ / 0.94 m³ |
| 1:2:4 (M15) | 6.3 bags | 0.44 m³ / 0.88 m³ |
| 1:1.5:3 (M20) | 8.0 bags | 0.42 m³ / 0.84 m³ |
| 1:1:2 (M25) | 11.0 bags | 0.385 m³ / 0.77 m³ |
Worked example: batching 1:2:4 by bag
A 0.75 m³ garden-shed base, site-batched at 1:2:4 with 50 kg cement bags.
- 1
Cement
6.3 bags/m³ × 0.75 = 4.7 → 5 bags
- 2
Sand
0.44 × 0.75 = 0.33 m³ (≈ 530 kg)
- 3
Aggregate
0.88 × 0.75 = 0.66 m³ (≈ 1,020 kg)
- 4
Water at w/c 0.5
5 × 50 × 0.5 = 125 L (less sand moisture)
Result: 5 bags cement, ⅓ m³ sand, ⅔ m³ stone, ~120 L water — a solid half-day for two with a drum mixer.
Frequently asked questions
Get the volume before the ratio
Batch tables key off cubic meters — measure the pour first.
Continue the series
Sources & references
- [1]IS 456:2000 — Plain and Reinforced Concrete: Code of Practice — Bureau of Indian Standards, 2000
- [2]IS 10262:2019 — Concrete Mix Proportioning Guidelines — Bureau of Indian Standards, 2019
- [3]ASTM C150/C150M: Standard Specification for Portland Cement — ASTM International, 2022
- [4]Design and Control of Concrete Mixtures, 17th ed. — Portland Cement Association, 2021