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Construction Materials Testing · Construction

Aggregate Los Angeles Abrasion

EN 1097-2 (mechanical and physical properties of aggregates — resistance to fragmentation)EN 1097-1 (micro-Deval abrasion resistance — supplementary)EN 13043 (aggregates for bituminous mixtures)EN 13450 (aggregates for railway ballast)
Construction Materials Testing laboratory work

What Is Aggregate Los Angeles Abrasion?

In the Los Angeles test, aggregate of a specific particle size class is rotated with steel balls in a rotating drum for a defined number of revolutions. At the end of the test, the proportion of material that has fragmented and fallen below a defined sieve is given as the Los Angeles coefficient.

Purpose of Aggregate Los Angeles Abrasion

The purpose is to determine how resistant the aggregate is to fragmentation under transport, spreading, compaction and traffic load. This resistance directly affects service life in uses such as road pavement and ballast.

Which Products Is Aggregate Los Angeles Abrasion Applied To?

  • Road base and subbase aggregates
  • Asphalt mix aggregates
  • Railway ballast
  • Concrete aggregate
  • Crushed stone production quality control

In Which Sectors Is Aggregate Los Angeles Abrasion Used?

ConstructionConstructionCementPublic SectorInfrastructure

Standards Related to Aggregate Los Angeles Abrasion

  • EN 1097-2 (mechanical and physical properties of aggregates — resistance to fragmentation)
  • EN 1097-1 (micro-Deval abrasion resistance — supplementary)
  • EN 13043 (aggregates for bituminous mixtures)
  • EN 13450 (aggregates for railway ballast)

Aggregate Los Angeles Abrasion Conditions

Grain class
Test grain class defined in the standard
Number and mass of balls
From standard according to the selected degree
Devir
Revolution number and rotation speed defined in the standard
evaluation sieve
Fragmentation rate over the sieve defined in the standard

Equipment for Aggregate Los Angeles Abrasion

  • Los Angeles abrasion drum and steel balls
  • Test sieves and sieve shaker
  • Oven
  • Precision balance

Sample Requirements for Aggregate Los Angeles Abrasion

  • 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 Aggregate Los Angeles Abrasion

The test is completed within one to two working days, including drying and sieving steps.

Aggregate Los Angeles Abrasion Procedure

  1. 1The sample is sieved to the desired particle size class and washed.
  2. 2The sample is dried to constant mass and weighed.
  3. 3The sample and balls are placed in the drum.
  4. 4The drum is rotated for the defined number of revolutions.
  5. 5The material is emptied and sieved through the assessment sieve.
  6. 6The material retained on the sieve is washed, dried and weighed.
  7. 7The Los Angeles coefficient is calculated.

Aggregate Los Angeles Abrasion 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 category limits in the product standard. A low coefficient means high resistance to fragmentation. The required category varies with the application; expectations for road surfacing are stricter than for subbase.

Aggregate Los Angeles Abrasion 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 Aggregate Los Angeles Abrasion 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 Aggregate Los Angeles Abrasion

What is the difference from micro-Deval?

Los Angeles measures the combined effect of impact and abrasion in a dry environment; micro-Deval measures abrasion in a wet environment. The specification often requires both together.

Does the result vary for aggregate from the same quarry?

Yes. Rock structure can vary across different levels of the quarry, so the test is repeated at defined intervals during production.

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