CONCRETE CURING & POUR PLANNING · CONCRETE COMPRESSIVE STRENGTH CALCULATOR
Compressive Strength of Concrete at 7 Days
At 7 days, concrete made with normal cement reaches about 78% of its 28-day mean strength (EN 1992-1-1). For M25 that is about 25.7 MPa on a 150 mm cube, a crushing load of about 578 kN. Rapid cement gives about 82% and slow cement about 68%.
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Compressive strength
25.7MPa
In psi
3,726 psi
Expected mean at 7 days
25.7 MPa
Result ÷ expected
100 %
Result ÷ specified strength
103 %
Rough 28-day strength
33.0 MPa
Cube strength is higher than cylinder strength: compare with a cube grade (IS 456 M-grades, or the second number of EN C25/30).
Acceptance uses groups of results, not one specimen: see IS 456 Table 11 or ACI 318 §26.12.3.
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Loaded area of a 150 mm cube = 22,500 mm² (34.88 in²)
Strength = 578.0 kN ÷ area = 25.7 MPa
Expected mean = (specified + 8 MPa) × exp{0.25 × [1 − √(28 ÷ 7)]} = 33.0 × 0.779 = 25.7 MPa (EN 1992-1-1 Eq. 3.2, standard 20 °C curing)
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What is the compressive strength of M20 concrete at 7 days?
About 21.8 MPa on average with normal cement (mean strength 28 MPa × 0.779). With rapid cement expect about 22.9 MPa, and with slow cement about 19.1 MPa.
What percentage of strength does concrete gain in 7 days?
About 78% of the 28-day mean strength with normal cement, 82% with rapid cement and 68% with slow cement such as high-slag or fly ash blends, cured at 20 °C. Cold weather slows this down.
Does the result need to equal the grade?
No. At 7 days the cube is expected to be below its 28-day strength; compare it with the expected value for this age. Early results are a guide, and the 28-day results decide acceptance.
References
EN 1992-1-1 Eq. 3.2 (strength development) and Table 3.1 (fcm = fck + 8 MPa)
IS 516 (cube tests), ASTM C39 (cylinder tests); acceptance: IS 456:2000 Table 11, ACI 318-19 §26.12.3