Information on the most widely used ASTM standards within the materials testing industry
ISO 4012 Concrete Compressive Strength Tester | UnitedTest
ISO 4012 specifies the uniaxial compression test method for hardened concrete specimens to calculate compressive strength using maximum load and loaded area. This standard has been replaced by ISO 1920‑4. UnitedTest supplies concrete compression testing machines compliant with ISO 1920‑4 and legacy ISO 4012 requirements for concrete laboratories.
ISO 4012 is the former international standard defining the procedure for determining compressive strength of hardened concrete test specimens through uniaxial compression crushing. The compressive strength value is calculated by dividing the maximum failure load recorded during the compression test by the loaded cross-sectional area of the concrete specimen. It is important to note that ISO 4012 has been superseded and replaced by ISO 1920‑4 for modern concrete compressive strength testing.
UnitedTest manufactures high-performance concrete compression testing machines compatible with legacy ISO 4012 test protocols and the updated ISO 1920‑4 standard. Our test systems deliver stable uniaxial compressive loading for hardened concrete samples, ideal for material research, concrete batch quality inspection and civil engineering material verification.
The test principle:
The test measures the ultimate uniaxial compressive resistance of hardened concrete specimens. A continuously increasing compressive load is applied perpendicularly to the specimen’s load‑bearing surfaces until fracture. Compressive strength is calculated by dividing the maximum failure load by the loaded cross‑sectional area of the specimen:
Fcc = F / Ac
Where:
Fcc compressive strength N/mm2.
F: maximum failure load (N);
Ac: loaded cross‑sectional area mm2.
Test Specimen Information:
Cubes, cylinders, half‑prisms are permitted
Cubes – measure lateral dimension d
Cylinders – measure diameter d and height h
Half‑prisms – measure minimum length, height and width; length must exceed both other dimensions

Test Equipment associated with ISO 4012 Concrete Compression Testing - Cube, Cylinder & Prism
| Compression Testing Machine | A compression testing machine for stiff brittle materials with the following specifications: Load range: failure load shall exceed 1/10 of the machine’s full measuring range. Load‑reading accuracy: ± 1 % for reference testing; ± 3 % allowed only for rough production quality control. |
| Steel loading platens | Rockwell hardness ≥ 55 HRC, hardened‑layer depth approx. 5 mm. Platen size ≥ specimen loaded face. Auxiliary platens minimum thickness 25 mm are allowed. Contact‑surface flatness tolerance: 0.02 mm per 100 mm of specimen edge/diameter; re‑machine platens when flatness drifts beyond this value. |
| Spherical seating | the sphere centre must lie at the platen surface or within 1/200 of platen diagonal/diameter away from it, ensuring uniform load distribution. |
Key Test Parameters
Stress increase rate: continuous uniform loading without shock, stress rise rate: 0.6 ± 0.4 N/(mm²·s) (Mpa/s) . Use lower rates for low‑strength concrete and higher rates for high‑strength concrete. Stop manual rate adjustment once rapid pre‑failure deformation starts and let failure proceed under existing strain rate.
Centring tolerance: specimen centring error ≤ 1/100 of specimen edge length or diameter.
Result rounding: report compressive strength to the nearest 0.5N/mm2.
Test Procedure of ISO 4012 Concrete Compression Testing - Cube, Cylinder & Prism:
Clean loading platens and specimen bearing surfaces.
Place the specimen on platens/auxiliary platens, centre it within allowed centring error.
Lower upper platen until first contact; adjust spherical seating for even contact across the bearing face.
Apply compressive load continuously at the specified stress rate, selecting suitable rate according to concrete strength grade.
When obvious rapid deformation occurs before collapse, cease manual rate tuning and maintain existing strain rate.
Keep loading until specimen fractures, capture and document the maximum failure load value.
Calculate compressive strength with the formula Fcc = F / Ac, round result to nearest 0.5N/mm2. Compute apparent density from measured mass and dimensions.
Complete the full test report covering specimen identification, curing history, specimen type, test age, moisture state, apparent density, compressive strength and other observations.
Related standard
| BS EN 12390 | Testing hardened concrete-Compressive strength of test specimens |
| ASTM C39 / C39M | Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens |
| AS 1012.9 | Methods of testing concrete, Method 9: Compressive strength tests - Concrete, mortar and grout specimens |
| ASTM C513 | Standard Test Method for Obtaining and Testing Specimens of Hardened Lightweight Insulating Concrete for Compressive Strength |
| UNE-EN 12390-6 | Testing hardened concrete - Part 6: Tensile splitting strength of test specimens |
| ISO 4012 | Concrete — Determination of compressive strength of test specimens |
| ISO 4013 | flexural strength test of concrete specimens; |
| ISO 4108 | splitting tensile strength test; |
| ISO 1920‑4 | Testing of concrete — Part 4: Strength of hardened concrete |
| KS F 2405 | Method of test for compressive strength of concrete |
| JIS A 1108 | Method of test for compressive strength of concrete |
| JIS A 1113 | Method of test for splitting tensile strength of concrete |
| IS 516 | Methods of Tests for Strength of Concrete |
| ACI 363.2R-11 | Guide to Quality Control and Assurance of High-Strength Concrete |
Industry Application:
The test supports any sector using structural concrete:
Buildings / commercial and residential construction
Bridges, highways, pavements, airports
Precast and prestressed concrete plants
Ready‑mixed concrete quality control
Dams, tunnels, marine and offshore concrete structures
Industrial floors, foundations, retaining structures
Certification, third‑party materials testing laboratories, regulator/code compliance
Research and mix‑design development
It is used for batch acceptance, 7/28‑day (or other age) strength verification, curing evaluation, formwork stripping decisions and long‑term quality records.
Importance of this Test for Concrete Material
Compressive strength is the primary performance indicator for structural concrete, because concrete is predominantly used to resist compressive force in buildings, bridges and infrastructure.
1. Structural‑safety basis: compressive strength defines the load‑bearing capacity of concrete structural members; test results verify whether concrete satisfies design safety requirements.
2. Mix‑design feedback: test outcomes evaluate the performance of concrete mix proportions (water‑cement ratio, cement type, admixtures), guiding mix optimisation.
3. Quality‑control tool: for factory precast concrete and cast‑in‑situ concrete, the test confirms production consistency and detects non‑conforming batches.
4. Reference for material‑property correlation: compressive strength correlates indirectly with other concrete properties including tensile strength, elastic modulus and durability; it provides fundamental laboratory data for concrete‑material research.
5. Standardised test methods enable comparable, repeatable test results among different laboratories worldwide for concrete quality acceptance and technical communication.
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Related products and device
Related Standard
ASTM C39 / C39M : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
ASTM C39 determines the compressive strength of cylindrical concrete specimens such as molded cylinders and drilled cores. It is limited to concrete having a unit weight in excess of 50 lb/ft3 (800 kg/m3).
A compressive axial load is applied to molded cylinders or cores until failure occurs. The compressive strength of the specimen is calculated by dividing the maximum load achieved during the test by the cross-sectional area of the specimen. The results of this test method are used as a basis for quality control of concrete.
ASTM C1550 Standard Test Method for Flexural Toughness of Fiber Reinforced Concrete (Using Centrally Loaded Round Panel)
ASTM C1550 determines the flexural toughness of fiber‑reinforced concrete (FRC) by measuring the energy absorbed in the post‑crack range of a round panel that is simply supported on three symmetrically arranged pivots and loaded by a central point load.
The test does not measure first‑crack flexural strength in the usual sense. It quantifies how much energy the material can absorb after cracking – i.e. the ability of fibers to bridge cracks and redistribute stress. Toughness is reported as the area under the load‑vs‑central‑deflection curve up to a specified deflection (5 mm, 10 mm, 20 mm, or 40 mm), expressed in joules.
ASTM A615/A615M : Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
Steel reinforcing bars are designed to absorb the stress and weight of concrete structures such as bridges and buildings. ASTM D615 is a testing standard that provides dimensional, chemical, and physical requirements for plain and deformed carbon steel bars manufactured for concrete reinforcement. Deformed bars include surface protrusions to prevent longitudinal movement after being placed in concrete, while plain bars are smooth sided. These products may be supplied in cut lengths or coils, and are engineered for the express purpose of building and construction.
While ASTM A615 references ASTM A370 and ASTM E290 for tensile and bend testing respectively, this standard includes specific procedures relevant to performing these tests on plain and deformed bar. These tests are performed in order to determine physical properties such as strength, elongation, and satisfactory surface condition after bending. Notably, bars produced in accordance with ASTM A706/A706M are also considered to be in conformance to this standard.
ASTM C78 is the standard method for determining the flexural strength (modulus of rupture) of concrete specimens using a simple beam subjected to third-point loading. It is mainly applied to concrete for slabs and pavements.
A plain concrete beam of specified dimensions is supported near its ends. Two equal loads are applied at the third points of the span (i.e., at points one-third of the span length from each support). This configuration creates a region of constant maximum moment and zero shear in the middle third of the span. The test continues until the beam fractures. The flexural strength is calculated from the maximum load at failure, the span length, and the beam's cross-sectional dimensions.
ASTM C109 is the fundamental test method for determining the compressive strength of hydraulic cement using 2-inch (50-mm) mortar cubes. It specifies a standardized procedure to prepare, cure, and test 50-mm (2-in.) cube mortar specimens for compressive strength. The mortar mix ratio is 1 part cement to 2.75 parts standard sand (by mass). For Portland/air-entraining Portland/Portland-limestone cements, water content is fixed; for other cements, water is adjusted to achieve a flow of 110±5 (per 25 drops on a flow table, ASTM C230). Specimens are compacted in two layers by tamping, cured, and loaded in compression until failure to calculate strength as peak load divided by cross-sectional area.
ISO 4012 Concrete Compressive Strength Test — FAQs
Q1: What is ISO 4012‑1978 and why is this concrete compression test important?
A: ISO 4012‑1978 is the historic international standard for measuring compressive strength of hardened‑concrete test specimens (cubes, cylinders, half‑prisms). Compressive strength is the primary performance indicator for structural concrete, as concrete mainly bears compressive loads in buildings, bridges and infrastructure. The test verifies whether concrete meets design strength requirements, ensures structural safety, supports concrete mix design optimisation, and enables consistent quality control for ready‑mix and precast concrete. Without this standardized compression test, labs would produce incomparable strength results.
Q2: What specimen types are allowed under ISO 4012? Can I test damaged concrete cubes?
A: Permitted specimens are concrete cubes, cylinders and half‑prisms. Specimens must comply with ISO 1920 (geometry tolerances) and ISO 2736 (sampling, moulding and curing). Any specimen damaged after demoulding cannot be tested. Surface unevenness can be fixed by grinding or capping; angular deviation must only be corrected by cutting and grinding.
Q3: What is the mandatory loading rate specified in ISO 4012?
A: The standard requires continuous shock‑free loading with a stress increase rate of 0.6 ± 0.4 N/(mm²·s). Use lower rates for low‑strength concrete and higher rates for high‑strength concrete. Once the specimen shows rapid pre‑failure deformation, stop adjusting loading speed and let failure happen under the existing strain rate. Wrong loading speed will cause large deviation of strength test values.
Q4: What are key requirements for compression test machines under ISO 4012?
A: 1) Load‑indicating accuracy: ±1 % for formal tests; ±3 % is only permitted for rough production control. 2) Hardened steel platens ≥55 HRC hardness. 3) Spherical seating (preferably upper platen) for uniform load distribution. 4) Flatness tolerance of contact surfaces: 0.02 mm per 100 mm of specimen edge/diameter. 5) The failure ultimate load must be greater than 1/10 of the machine measuring range.
Q5: What rules apply to capping (levelling layer) on specimen bearing surfaces?
A: Capping material must bond firmly to concrete. Its compressive strength at test time shall not be less than expected concrete strength. The capping layer thickness cannot exceed 2 % of specimen lateral dimension or diameter. Angular deviation cannot be fixed by capping — only cutting‑and‑grinding is allowed for angle correction.
Q6: What common mistakes cause unreliable ISO 4012 concrete compression results?
A:
‑ Testing demould‑damaged specimens;
‑ Ignoring platen flatness or spherical‑seating maintenance;
‑ Too fast / too slow loading rate;
‑ Poor specimen centring;
‑ Over‑thick or low‑strength capping layers;
‑ Failure to record specimen moisture condition and actual test age.
Q7: Why choose ISO 4012 Concrete Compressive Strength Test Machine from UnitedTest?
A: UnitedTest is professional manufacturer of ISO 4012‑1978 / ISO 1920‑4 compliant concrete compression testing machines for hardened‑concrete cube, cylinder and half‑prism compressive‑strength test. High‑precision hydraulic compression testers for construction labs, ready‑mix concrete plants, precast factories, ISO/IEC 17025 laboratories.
Concrete compressive‑strength test per ISO 4012‑1978 is one of the most fundamental laboratory tests for hardened concrete in civil‑engineering and building‑material quality control. Even though ISO 4012‑1978 is superseded by ISO 1920‑4, many construction‑material labs, concrete precast plants and third‑party test institutes still follow its classic test workflow for concrete cube, cylinder and half‑prism specimen compression testing.
UnitedTest is a trusted manufacturer of concrete compression testing machines fully compliant with ISO 4012‑1978 requirements and the updated ISO 1920‑4 standard. Our YES‑series hydraulic concrete compression testers meet the machine specification requirements including load‑measurement accuracy, hardened steel platens, spherical seating, flatness tolerance and adjustable constant stress loading rate for concrete compressive‑strength determination.
Our concrete strength testing equipment is widely used for: ‑ Quality‑control testing for ready‑mixed concrete and precast‑concrete components ‑ Concrete mix‑design laboratory research ‑ Construction‑material third‑party testing labs with ISO/IEC 17025 accreditation ‑ Education & research institutes for concrete‑material study ‑ Production‑line routine inspection for building‑material factories
UnitedTest compression test machines support test specimens: concrete cubes, cylindrical specimens and half‑prisms. The system can capture maximum failure load automatically, helping lab technicians calculate concrete compressive strength following the standard formula Fcc=F/Ac. Operators can set loading rate within ISO‑specified stress‑increase range 0.6 ± 0.4 N/(mm²·s).
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