What Is Aggregate Sieve Analysis?
Sieve analysis is passing aggregate through a series of standard-mesh sieves and weighing the material retained on each sieve. The result is given as a grading curve showing particle size distribution.
Purpose of Aggregate Sieve Analysis
The purpose is to determine whether the aggregate conforms to the particle size distribution expected in a concrete or asphalt mix. Distribution directly affects workability, void ratio, and cement demand.
Which Products Is Aggregate Sieve Analysis Applied To?
- Concrete aggregate (sand, gravel, crushed stone)
- Asphalt aggregate
- Road fill and subbase materials
- Railway ballast
- Mortar and plaster aggregates
In Which Sectors Is Aggregate Sieve Analysis Used?
Standards Related to Aggregate Sieve Analysis
- EN 933-1 (geometrical properties of aggregates — determination of particle size distribution, sieving method)
- EN 933-2 (test sieves, nominal size of apertures)
- EN 12620 (aggregates for concrete)
- EN 13043 (aggregates for bituminous mixtures)
Aggregate Sieve Analysis Conditions
- Elek serisi
- Standard mesh openings defined in EN 933-2
- sample mass
- From standard according to largest grain size
- Method
- Dry sieving or washing sieving if fine grains are present
- Kurutma
- The sample is dried to constant mass
Equipment for Aggregate Sieve Analysis
- Standard test sieve set and sieve shaker
- Oven
- Precision balance
- Sample reduction (splitting) setup
- Washing setup
Sample Requirements for Aggregate Sieve Analysis
- 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 Sieve Analysis
The analysis is generally completed within one to two working days, including drying time.
Aggregate Sieve Analysis Procedure
- 1The sample is split down to the test quantity.
- 2The sample is dried to constant mass and weighed.
- 3Wet sieving is applied if fine particles are present, and it is re-dried.
- 4The sample is placed in the sieve series and sieved.
- 5The amount retained on each sieve is weighed.
- 6Passing percentages are calculated and the grading curve is plotted.
- 7Mass loss is checked to verify the validity of the analysis.
Aggregate Sieve Analysis 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 particle size class limits in the product standard or the target curve in the mix design. Regions where the curve exceeds the limits require the mix to be reviewed.
Aggregate Sieve Analysis 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 authorisationsRelated 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 Sieve Analysis 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 Sieve Analysis
When is wet sieving required?
Fine particles (especially below 0.063 mm) can stick to coarse particles in dry sieving and fail to pass through. If the fines content matters, wet sieving gives a more accurate result.
Why is mass loss checked?
Material lost during sieving distorts the result. The standard limits the acceptable loss ratio; the test is repeated if it is exceeded.










