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Construction Materials Testing · Construction

Brick Compressive Strength

EN 772-1 (methods of test for masonry units — compressive strength)EN 771 series (specifications for masonry units)EN 1996 series (Eurocode 6 — design of masonry structures)TS EN 771-1 (clay masonry units)
Construction Materials Testing laboratory work

What Is Brick Compressive Strength?

In the compressive test on masonry units, a brick or block, after its loading surfaces are capped, is loaded to failure. The standard defines calculation on gross area for perforated units and the application of a shape factor.

Purpose of Brick Compressive Strength

The purpose is to determine the load-bearing capacity of a unit to be used in masonry. Wall strength depends not only on the unit but also on the mortar and bonding pattern; this test measures the unit's contribution.

Which Products Is Brick Compressive Strength Applied To?

  • Perforated and solid bricks
  • Concrete blocks and units
  • Aerated concrete blocks
  • Natural stone masonry units
  • Paving and flooring units

In Which Sectors Is Brick Compressive Strength Used?

ConstructionConstructionCementPublic SectorInfrastructure

Standards Related to Brick Compressive Strength

  • EN 772-1 (methods of test for masonry units — compressive strength)
  • EN 771 series (specifications for masonry units)
  • EN 1996 series (Eurocode 6 — design of masonry structures)
  • TS EN 771-1 (clay masonry units)

Brick Compressive Strength Conditions

Surface preparation
Loading surfaces are ground or capped in accordance with the standard
Conditioning
Air dry or oven dry condition defined in the standard
Loading speed
From standard to unit type
Correction
Shape correction coefficient is applied from the table of the standard

Equipment for Brick Compressive Strength

  • Compression testing press
  • Surface grinding or capping setup
  • Oven and conditioning environment
  • Measurement equipment and balance

Sample Requirements for Brick Compressive Strength

  • The sample must be taken so as to represent the batch and in accordance with the sampling rules of the relevant standard.
  • The sampling date, location and the person who took the sample must be recorded.
  • Samples requiring curing or conditioning must be stored under the defined conditions.
  • The number of samples must meet the minimum required by the standard.
  • The sample must not be damaged during transport.

Duration of Brick Compressive Strength

Conditioning time is decisive; the test extends over several days when the oven-dry condition is required.

Brick Compressive Strength Procedure

  1. 1Samples are taken from the batch in the number required by the standard.
  2. 2Loading surfaces are prepared.
  3. 3Samples are conditioned under the defined condition.
  4. 4Dimensions are measured and the cross-sectional area calculated.
  5. 5The sample is placed in the press and loaded at the defined rate.
  6. 6The failure load is recorded.
  7. 7The normalised strength is calculated by applying the shape factor.

Brick Compressive Strength Acceptance Criteria

The acceptance class does not come from the test method but from the product standard and the project: concrete class, reinforcement class, aggregate category, or fire performance class is defined in the specification. The report gives the measured value; the conformity decision is made against the relevant product standard.

Evaluation of Results

The result is compared against the declared strength value in the relevant EN 771 product specification. Assessment is made via the average of the sample set and the single-value lower limit; the manufacturer's declaration must satisfy both conditions together.

Brick Compressive Strength Report

  • Sample description, sampling location and date
  • Sampling method and witness sample information, if any
  • Standard and test conditions applied
  • Sample dimensions, curing conditions and age information
  • Measured values and calculated results
  • Failure mode or damage description (where applicable)
  • A statement that the result applies only to the specimen submitted for testing

Accreditation

EUROLAB holds internationally recognised accreditation obtained from accreditation bodies party to the IAF and ILAC multilateral recognition arrangements, under ISO/IEC 17025 for laboratory testing, ISO/IEC 17020 for inspection and surveillance, and ISO/IEC 17021-1 and ISO/IEC 17065 for system and product certification. This chain ensures the reports and certificates issued are accepted worldwide.

Whether this test can be offered within accredited scope depends on your product and the standard applied; since accreditation is method-based, the scope is confirmed in writing at the quotation stage.

Scope and authorisations

Related Regulations

  • EU 305/2011 Construction Products Regulation (CPR)
  • Construction Products Regulation (Turkey)
  • TS 500 / Requirements for Design and Construction of Reinforced Concrete Structures
  • Turkish Building Earthquake Code

Construction Materials Testing — What Does This Testing Field Cover?

The section below describes the field that the Brick Compressive Strength test belongs to; the conditions and acceptance criteria of this particular test are given in the sections above. The scope specific to your product is confirmed in writing at the quotation stage.

Construction materials testing shows whether a product performs the function it takes on within the structure. A wide field is gathered in this family, from the compressive strength of concrete to the thermal transmittance of glass, from sieve analysis of aggregate to the watertightness of windows.

What sets this family apart from the others is that the result turns directly into a REGULATORY DECLARATION. For products covered by construction products legislation a declaration of performance (DoP) is mandatory, and every essential characteristic in the declaration rests on a test result. Reaction-to-fire class, thermal conductivity, compressive strength, water permeability and release of dangerous substances are declared in this way. The declaration is a legal text carrying the manufacturer's signature; the test record behind it is the first document requested in an inspection.

The second distinguishing feature is that the product is assessed over its SERVICE LIFE. An electronic device runs for five years; a building component stays in place for fifty and is exposed throughout that time to freeze-thaw cycles, UV, moisture, chemical attack and load. Durability tests (freeze-thaw, carbonation, alkali-silica reaction, ageing) therefore carry as much weight in this field as classical strength tests.

Tests are separated by material type and each group has its own set of standards: cement and concrete, aggregate, masonry units, wood-based panels, thermal insulation, glass and glazing units, ceramic tiles, floor coverings, screeds, joint fillers and coating systems. Where the product will be installed determines which set applies — the same panel is assessed against different standards on a wall and on a floor.

Factory production control (FPC) is a continuous component of the field. CE marking on a construction product is not obtained with a single test and then left; the manufacturer must set up a system showing that it monitors production consistency, takes samples regularly and intervenes when there is a deviation. Depending on the product group, this system may have to be audited by a notified body.

Site testing is a separate body of work. In the laboratory the product is approved; on site it is checked that the product really is of the declared class and that it has been applied correctly. Fresh concrete slump, cylinder sampling, aggregate sieve analysis and in-situ watertightness tests fall within this scope.

Method groups in this field

  • Concrete and cement

    Slump, air content and unit weight in fresh concrete; compressive and flexural strength, water permeability and freeze-thaw resistance in hardened concrete. For cement, compressive strength, setting time and composition analysis.

  • Aggregate

    Sieve analysis, particle shape, Los Angeles abrasion resistance, freeze-thaw, alkali reactivity and density/water absorption.

  • Thermal and energy performance

    Thermal conductivity and thermal resistance, calculation of thermal transmittance (U value) in glazing units, solar energy transmittance.

  • Facade and joinery

    Air permeability, watertightness and wind load resistance in windows and doors; fire performance in facade systems.

  • Fire performance

    Reaction-to-fire classification and fire resistance tests; these are two separate concepts and are addressed by separate standards.

  • Masonry, tile and flooring

    Compressive strength, water absorption, abrasion resistance, slip resistance, stain and chemical resistance.

  • Emissions and dangerous substances

    Formaldehyde release from wood-based panels, VOC emissions from construction products, leaching behaviour of aggregates and waste.

Commonly confused in this field

  • REACTION to fire and RESISTANCE to fire are different concepts: one describes the material's contribution to a fire, the other how long a component holds the fire back.
  • A declaration of performance is not a certificate; it is the manufacturer's declaration. Notified body involvement varies with the product group and the assessment system.
  • A test result is valid for the mounting arrangement in which the product was tested. A different substrate, a different thickness or a different joint detail may require reassessment.
  • A site sample and a laboratory sample are not the same thing. A concrete cylinder taken on site also reflects application and curing conditions; it does not replace product approval.
  • ASTM and EN construction standards measure similar quantities with different specimens and scales; the results cannot be converted one-to-one.

Which decisions these results support

  • Declaration of performance (DoP) and CE marking
  • Establishing and maintaining the factory production control system
  • On-site conformity control of concrete, aggregate and workmanship
  • Meeting fire and energy performance requirements
  • Verifying the technical items in the project and tender specification

Related Tests

Frequently Asked Questions About Brick Compressive Strength

How is area calculated for perforated bricks?

EN 772-1 calculates on gross area; perforations are not additionally subtracted. Values for perforated and solid units should therefore not be directly compared.

Is wall strength equal to this value?

No. Wall strength depends on the combined behaviour of the unit, mortar and bonding pattern, and is separately calculated under Eurocode 6.

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