CONCRETE

Cube Test (Compressive Strength)

150mm cube compressive strength test at 7/28 days (IS 516)

Also calledcube testcompressive strengthconcrete strength test150mm cubeconcrete cube
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Definition

The cube test is the standard method to measure the characteristic compressive strength of hardened concrete in India, governed by IS 516:1959 (now IS 516 Part 1:2021). Three 150 mm cubes are cast from each batch, demoulded after 24 hours, water-cured, then crushed in a calibrated compression testing machine — typically one cube at 7 days (early-age check) and two cubes at 28 days (acceptance). Strength is reported as load at failure divided by the loaded face area, in N/mm² (MPa).

For 150 mm cubes the failure load typically ranges from 450 kN (M20) to 1100 kN (M50). The compression machine must apply load at 14 N/mm² per minute (Cl. 5 of IS 516) — too fast gives an inflated reading. The cube must fail in a satisfactory mode (truncated pyramid, type T-shape); shear failure or column failure indicates poor capping or off-axis loading and the result must be discarded. The 7-day strength is typically 65-70% of 28-day for OPC and 50-55% for PPC, useful as an early indicator but not for acceptance.

Acceptance per IS 456 Cl. 16 is statistical, not pass-fail per cube. Two criteria must BOTH be satisfied: mean of any 4 consecutive non-overlapping samples ≥ fck + 4 MPa, AND no individual cube < fck − 4 MPa. A single sample is the average of two cubes from the same batch tested at 28 days. If either criterion fails, the structural engineer initiates the IS 456 Cl. 17 review (core test, ultrasonic pulse velocity, rebound hammer, structural assessment) — the affected work is NOT automatically demolished.

Formula
Compressive strength (MPa) = Failure load (N) ÷ Loaded face area (mm²)
For a standard 150 mm cube, area = 22,500 mm². So strength (MPa) = Load (kN) × 1000 ÷ 22500.
Typical values
M20 — failure load≈ 450 kN
M25 — failure load≈ 565 kN
M30 — failure load≈ 675 kN
M40 — failure load≈ 900 kN
7-day strength (OPC)65-70% of 28-day
7-day strength (PPC)50-55% of 28-day
Where used
  • Routine acceptance testing of RMC/site-mixed concrete (1 sample per 30 m³ for M15+)
  • Mix design trial verification per IS 10262
  • Pre-stressed work — additional cubes for de-tensioning strength check
  • Forensic investigation of older structures — comparison core vs cube
  • Tender pre-qualification for RMC suppliers (consistency over 90 days)
Acceptance / threshold
IS 456 Cl. 16: mean of 4 consecutive samples ≥ fck + 4 MPa AND no individual sample < fck − 4 MPa. For each grade, IS 456 Table 11 specifies sampling rate — 1 sample per 1-15 m³ for M15 (small batches) up to 1 sample per 50 m³ for M20+ on continuous pours.
Site example
Site reality: on a Bengaluru tower project the M30 cubes returned 33.5 MPa average at 28 days, but one isolated cube read 24.5 MPa — below fck − 4 (=26). The contractor argued the low cube was an outlier from defective curing. The structural engineer correctly invoked IS 456 Cl. 17 — core tests confirmed in-situ strength was 31 MPa across the suspect zone, the cube was a tank-curing anomaly, and the column was accepted with no remedial work. The cube test is statistical evidence; one bad cube is not condemnation.
Frequently asked
What is the minimum compressive strength of M25 concrete at 28 days?
Per IS 456:2000, M25 means characteristic strength of 25 N/mm² (MPa) at 28 days — the value below which not more than 5% of test results are expected. For acceptance, the mean of 4 consecutive samples must be ≥ 29 MPa (fck + 4) and no individual sample below 21 MPa (fck − 4).
How many cubes are required per batch?
IS 456 Table 11 specifies sample frequency by quantity poured. For M20 and above, take 1 sample per 30-50 m³ or per day's pour, whichever is more frequent. Each sample = 3 cubes (one for 7-day, two for 28-day). Below 5 m³, the engineer may waive sampling at their discretion.
What happens if cube test fails?
Per IS 456 Cl. 17, the structural engineer evaluates the affected concrete — typically by core test (IS 13311 or IS 516 Part 1), Ultrasonic Pulse Velocity, and rebound hammer. The decision is acceptance, additional curing, partial replacement, or demolition based on in-situ strength and structural significance — not automatic demolition.
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