SIST EN 932-5:2000
(Main)Tests for general properties of aggregates - Part 5: Common equipment and calibration
- BACK
- 31-Aug-2000
- 01-Apr-2012
- 91.100.15
- 89/106/EEC
- AGR
Tests for general properties of aggregates - Part 5: Common equipment and calibration
This European Standard specifies general reuqirements for common equipment, calibration procedures and reagents for the testing of the properties of aggregates.
Prüfverfahren für allgemeine Eigenschaften von Gesteinskörnungen - Teil 5: Allgemeine Prüfeinrichtungen und Kalibrierung
Diese Europäische Norm legt allgemeine Anforderungen an Pru(feinrichtungen, Kalibrierungsverfahren und Reagenzien fu(r die Pru(fung der Eigenschaften von Gesteinskörnungen fest.
Essais pour déterminer les propriétés générales des granulats - Partie 5: Equipements communs et étalonnage
La présente norme européenne spécifie les prescriptions générales concernant les équipements communs, les procédures d'étalonnage et les réactifs utilisés pour les essais destinés ` déterminer les propriétés des granulats.
Preskusi splošnih lastnosti agregatov - 5. del: Splošne zahteve za opremo in kalibracijo
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 932-5:2000
01-september-2000
Preskusi splošnih lastnosti agregatov - 5. del: Splošne zahteve za opremo in
kalibracijo
Tests for general properties of aggregates - Part 5: Common equipment and calibration
Prüfverfahren für allgemeine Eigenschaften von Gesteinskörnungen - Teil 5: Allgemeine
Prüfeinrichtungen und Kalibrierung
Essais pour déterminer les propriét
...
This May Also Interest You
This document specifies the reference method used for type testing, and in case of dispute, for determining the flow coefficient of coarse and fine aggregates. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the reference method has been established. Examples of advanced test methods can be found in the Bibliography.
This document applies to coarse aggregate of sizes between 4 mm and 20 mm and to fine aggregate of size up to 2 mm.
NOTE 1 For coarse aggregates between 4 mm and 20 mm, the flow coefficient is linked with the percentage of crushed or broken surfaces of an aggregate and can therefore be used in association with the method specified in EN 933–5. Shape and surface texture characteristics also influence the result.
NOTE 2 Experience of this test has been generally limited to natural aggregates.
Examples of test data sheets are given in informative Annexes A and C.
Annex B (informative) contains precision data.
WARNING - The use of this part of EN 933 can involve hazardous materials, operations and equipment (such as dust, noise and heavy lifts). It does not purport to address all of the safety or environmental problems associated with its use. It is the responsibility of users of this document to take appropriate measures to ensure the safety and health of personnel and the environment prior to application of the standard, and fulfil statutory and regulatory requirements for this purpose.
- Standard24 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft19 pagesEnglish languagesale 10% offe-Library read for×1 day
This document specifies the reference method used for type testing and in cases of dispute for the determination of the particle density of filler by means of a pyknometer. For other purposes, in particular factory production control, other methods can be used provided that an appropriate working relationship with the reference method has been established.
NOTE Methods for determination of particle density of aggregates are specified in EN 1097 6.
Annexes are included that specify the procedures for calibration of the pyknometer (Annex A) and determination of the density of the liquid used to determine the particle density of the filler (Annex B).
Annex C (informative) contains precision data.
WARNING - The use of this part of EN 1097 can involve hazardous materials, operations and equipment (such as liquids, dust, noise and heavy lifts). It does not purport to address all of the safety or environmental problems associated with its use. It is the responsibility of users of this document to take appropriate measures to ensure the safety and health of personnel and the environment prior to application of the standard, and fulfil statutory and regulatory requirements for this purpose.
- Standard14 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft13 pagesEnglish languagesale 10% offe-Library read for×1 day
This document specifies the reference method, used for type testing and in case of dispute, for the determination of the percentages of crushed particles, totally crushed particles and totally rounded particles in a sample of natural coarse aggregate or all-in aggregate. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the reference method has been established.
NOTE 1 Examples of advanced test methods can be found in the Bibliography.
This document applies to gravel or to a mixture of natural coarse aggregates containing gravel. The test method specified is applicable to particle sizes between 4 mm and 63 mm.
NOTE 2 For coarse aggregate between 4 mm and 20 mm, the percentages of crushed surfaces are linked to the flow coefficient and can therefore be used in association with the test method specified in EN 933-6.
Subclause 7.1 specifies the procedure for test portions consisting of one particle size fraction and Subclause 7.2 specifies the procedure for test portions consisting of two or more particle size fractions.
Guidance for estimated mass of the test portion is given in informative Annex A.
Examples of application of the test procedure and an example of a test data sheet are given in informative Annexes B and C.
- Standard20 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft18 pagesEnglish languagesale 10% offe-Library read for×1 day
This document specifies a basic procedure for the identification of the petrographic type of natural aggregates. Precise petrographic identification, of technical mineralogy and petrography for civil engineering or specific end uses, requires further examination and is therefore excluded from the scope of this document.
NOTE 1 A qualified geologist (petrographer), with experience of materials used in civil engineering and aware of the composition of the deposit, has sufficient skills to sample and name the rock.
NOTE 2 For precise petrographic identification, a non-exhaustive list of reference literature is given in the Bibliography.
This document covers only natural aggregates. It is used to describe massive rocks and unconsolidated rocks.
Annex A provides guidance on the petrographic nomenclature by giving definitions of simple petrographic terms applicable to rock types used for aggregates.
- Standard18 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft15 pagesEnglish languagesale 10% offe-Library read for×1 day
This document specifies the reference methods used for type testing and in case of dispute, for the determination of particle density and water absorption of normal weight and lightweight aggregates. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the reference method has been established. For convenience, some of these other methods are also described in this document.
The reference methods for normal weight aggregates are:
- a wire basket method for aggregate particles retained on the 31,5 mm sieve (Clause 7, except for railway ballast which uses Annex B);
- a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve (Clause 8);
- a pyknometer method for aggregate particles passing the 4 mm test sieve and retained on the 0,063 mm test sieve (Clause 9).
In Clauses 7, 8 and 9, three different particle density parameters (oven-dried particle density, saturated and surface-dried particle density and apparent particle density) and water absorption are determined after a soaking period of 24 h. In Annex B, the oven-dried particle density parameter is determined after soaking in water to constant mass.
For aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve, the wire basket method in Clause 7 can be used as an alternative to the pyknometer method in Clause 8.
NOTE 1 The wire basket method can also be used for single aggregate particles retained on the 63 mm sieve.
NOTE 2 The pyknometer method described in Clause 8 can be used as an alternative for aggregates passing the 4 mm sieve and retained on the 2 mm sieve.
The reference methods for lightweight aggregates are:
- a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 4 mm test sieve (Annex C). Three different particle density parameters (oven-dried particle density, saturated and surface-dried particle density and apparent particle density) and water absorption are determined after pre-drying and a soaking period of 24 h;
- a method for aggregate particles passing the 4 mm test sieve, mixed with water and filtered in a Büchner funnel (Annex D). The three particle densities and water absorption are determined using a vacuum in the range of 50 mbar to 100 mbar for at least five minutes.
Three other methods for normal weight aggregates can be used to determine the pre-dried particle density, as specified in normative Annexes A and H:
- a wire basket method for aggregate particles passing the 63 mm test sieve and retained on the 31,5 mm test sieve (A.3);
- a pyknometer method for aggregate particles passing the 31,5 mm test sieve and retained on the 0,063 mm test sieve (A.4);
- a pyknometer method for aggregate particles passing the 31,5 mm test sieve, including the 0/0,063 mm size fraction (Annex H).
NOTE 3 If water absorption is less than about 1,5 %, the apparent particle density can be assessed using the pre-dried particle density method as defined in Annex A.
The quick method in normative Annex E can be used in factory production control to determine the apparent particle density of lightweight aggregates.
The method in informative Annex F can be used to determine the particle density and water absorption of aggregates particles passing the 4 mm test sieve.
Data on the density of water at various temperatures is specified in normative Annex G.
Guidance on the significance and use of the various density and water absorption parameters is given in informative Annex I.
Annex J (informative) contains precision data.
- Standard61 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft58 pagesEnglish languagesale 10% offe-Library read for×1 day
This document specifies the reference method used for type testing and in cases of dispute, for the determination of the methylene blue value of the 0/2 mm fraction in fine aggregates or all-in aggregates (MB). It also specifies the reference method for the determination of the methylene blue value of the 0/0,125 mm fraction (MBF) in Annex A. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the suitable reference method has been established.
A conformity check, adding a single quantity of dye solution equivalent to a specified limiting value and which can be used as part of a production control process, is described in informative Annex B.
Annex C specifies the preparation of 10 g/l methylene blue solution and Annex D specifies the procedure for the determination of the methylene blue value of kaolinite (MBk). Annexes C and D are normative.
An example of a test data sheet is given in informative Annex E.
WARNING - The use of this part of EN 933 can involve hazardous materials, operations and equipment (such as dust, noise and heavy lifts). It does not purport to address all of the safety or environmental problems associated with its use. It is the responsibility of users of this document to take appropriate measures to ensure the safety and health of personnel and the environment prior to application of the standard, and fulfil statutory and regulatory requirements for this purpose.
- Standard19 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft16 pagesEnglish languagesale 10% offe-Library read for×1 day
This document specifies the procedure for the determination of the water susceptibility of fillers for bituminous mixtures, by separation of filler from a bitumen filler mixture.
A method for the determination of water susceptibility by volume increase and loss of stability of a Marshall specimen is described in Annex A.
- Standard23 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft15 pagesEnglish languagesale 10% offe-Library read for×1 day
This document informs users about the source materials that have been considered in the development of the aggregate standards:
- EN 12620 'Aggregates for concrete';
- EN 13043 'Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked are-as';
- EN 13139 'Aggregates for mortar';
- EN 13242 'Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction';
- EN 13383-1 'Armourstone - Part 1: Product standard';
- EN 13450 'Aggregates for railway ballast';
- EN 13055 'Lightweight aggregates';
Only source materials with a history of use in one or more member states are included in this document. It also specifies source material with a history of use for the scope of only one specific aggregate standard.
- Technical specification17 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft19 pagesEnglish languagesale 10% offe-Library read for×1 day
This document specifies the nominal sizes of apertures for test sieves used for determination of particle size of aggregates.
It applies to
- test sieves of perforated metal plate having square holes of size from 4 mm and up to 125 mm;
- test sieves of metal wire cloth having apertures sizes below 4 mm down to 0,063 mm.
- Standard7 pagesEnglish languagesale 10% offe-Library read for×1 day
- Draft6 pagesEnglish languagesale 10% offe-Library read for×1 day
This European Standard describes the reference method, the Los Angeles test, used for type testing and in case of dispute (and an alternative method, the impact test) for determining the resistance to fragmentation of coarse aggregates and aggregates for railway ballast (Annex A). For other purposes, in particular factory production control, other methods may be used provided that an appropriate working relationship with the reference method has been established.
This European Standard applies to natural, manufactured or recycled aggregates used in building and civil engineering.
- Standard43 pagesEnglish languagesale 10% offe-Library read for×1 day
Questions, Comments and Discussion
Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.