iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 933-10:2001

(Main)

Tests for geometrical properties of aggregates - Part 10: Assessment of fines - Grading of fillers (air jet sieving)

Tests for geometrical properties of aggregates - Part 10: Assessment of fines - Grading of fillers (air jet sieving)

Scope
This European Standard specifies a method using air jet sieving for the determination of the particle size distribution of fillers by mass.  It applies to fillers of natural or artificial origin up to 2 mm nominal size.

Prüfverfahren für geometrische Eigenschaften von Gesteinskörnungen - Teil 10: Beurteilung von Feinanteilen - Kornverteilung von Füller (Luftstrahlsiebung)

Anwendungsbereich
Diese Europäische Norm legt ein Verfahren fest, bei dem die Korngrößenverteilung von Füllern als Massenanteil in
Prozent durch Luftstrahlsiebung bestimmt wird. Das Verfahren ist auf Füller  natürlicher oder künstlicher Herkunft mit
einer Nenngröße bis zu 2 mm anwendbar.

Essais pour déterminer les caractéristiques géométriques des granulats - Partie 10: Détermination des fines - Granularité des fillers (tamisage dans un jet d'air)

La présente Norme européenne spécifie une méthode utilisant un tamisage dans un jet d'air pour la détermination de la composition granulométrique en masse des fillers. Elle s'applique aux fillers d'origine naturelle ou artificielle de dimension nominale de 2 mm au maximum.

Preskusi geometričnih lastnosti agregatov - 10. del: Ocenjevanje finih delcev - Zrnavost kamene moke (sejanje z zračnim curkom)

General Information

Status
Withdrawn
Publication Date
20-Mar-2001
Withdrawal Date
07-Jul-2009
ICS
91.100.15 - Mineral materials and products
Technical Committee
CEN/TC 154 - Aggregates
Drafting Committee
CEN/TC 154/SC 6 - Test methods
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
08-Jul-2009
Completion Date
08-Jul-2009
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
89/106/EEC - Construction products
Mandate
M/125 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on aggregates
Ref Project
SIST EN 933-10:2002 - Tests for geometrical properties of aggregates - Part 10: Assessment of fines - Grading of fillers (air jet sieving)

Relations

Replaced By
EN 933-10:2009 - Tests for geometrical properties of aggregates - Part 10: Assessment of fines - Grading of filler aggregates (air jet sieving)
Effective Date
11-Jul-2009

Buy Standard

EN 933-10:2002EN 933-10:2002
PreviousNext
Standard
EN 933-10:2002
English language
10 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Prüfverfahren für geometrische Eigenschaften von Gesteinskörnungen - Teil 10: Beurteilung von Feinanteilen - Kornverteilung von Füller (Luftstrahlsiebung)Essais pour déterminer les caractéristiques géométriques des granulats - Partie 10: Détermination des fines - Granularité des fillers (tamisage dans un jet d'air)Tests for geometrical properties of aggregates - Part 10: Assessment of fines - Grading of fillers (air jet sieving)91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:Ta slovenski standard je istoveten z:EN 933-10:2001SIST EN 933-10:2002en01-september-2002SIST EN 933-10:2002SLOVENSKI
STANDARD



SIST EN 933-10:2002



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 933-10March 2001ICS 91.100.15English versionTests for geometrical properties of aggregates - Part 10:Assessment of fines - Grading of fillers (air jet sieving)Essais pour déterminer les caractéristiques géométriquesdes granulats - Partie 10: Détermination des fines -Granularité des fillers (tamisage dans un jet d'air)Prüfverfahren für geometrische Eigenschaften vonGesteinskörnungen - Teil 10: Beurteilung von Feinanteilen -Kornverteilung von Füller (Luftstrahlsiebung)This European Standard was approved by CEN on 18 January 2001.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2001 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 933-10:2001 ESIST EN 933-10:2002



Page 2EN 933-10:2001ContentsPageForeword.31Scope.42Normative references.43Terms and definitions.44Principle.45Apparatus.56Preparation of test portions.57Procedure.58Calculation and expression of results.79Test report.7Annex A (informative)
Example of a test data sheet.8Annex B (informative)
Precision.9Annex C (informative)
Graphical presentation of results.10SIST EN 933-10:2002



Page 3EN 933-10:2001ForewordThis European Standard has been prepared by Technical Committee CEN/TC154 "Aggregates", thesecretariat of which is held by BSI.This European Standard shall be given the status of a national standard, either by publication of anidentical text or by endorsement, at the latest by September 2001, and conflicting national standardsshall be withdrawn at the latest by December 2003.This standard forms part of a series of tests for geometrical properties of aggregates.
Test methods forother properties of aggregates will be covered by Parts of the following European Standards:EN 932Tests for general properties of aggregatesEN 1097Tests for mechanical and physical properties of aggregatesEN 1367Tests for thermal and weathering properties of aggregatesEN 1744Tests for chemical properties of aggregatesEN 13179Tests for filler aggregate used in bituminous mixturesThe other parts of EN 933 will be:Part 1: Determination of particle size distribution - Sieving methodPart 2: Determination of particle size distribution - Test sieves, nominal size of aperturesPart 3: Determination of particle shape - Flakiness indexPart 4: Determination of particle shape - Shape indexPart 5: Determination of percentage of crushed and broken surfaces in coarse aggregate particlesPart 6: Assessment of surface characteristics - Flow coefficient for aggregatesPart 7: Determination of shell content - Percentage of shells in coarse aggregatesPart 8: Assessment of fines - Sand equivalent testPart 9: Assessment of fines - Methylene blue testAnnexes A, B and C are informative.According to the CEN/CENELEC Internal Regulations, the national standards organizations of thefollowing countries are bound to implement this European Standard: Austria, Belgium, Czech Republic,Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands,Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom.SIST EN 933-10:2002



Page 4EN 933-10:20011ScopeThis European Standard specifies a method using air jet sieving for the determination of the particlesize distribution of fillers by mass.
It applies to fillers of natural or artificial origin up to 2 mm nominalsize.2Normative referencesThis European Standard incorporates by dated or undated
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

CEN
EN 933-6:2022(Main)
Tests for geometrical properties of aggregates - Part 6: Assessment of surface characteristics - Flow coefficient of aggregates
SIST EN 933-6:2023

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. It does not apply to lightweight aggregates.
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.

  • Standard
    24 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 933-5:2022(Main)
Tests for geometrical properties of aggregates - Part 5: Determination of percentage of crushed particles in coarse and all-in natural aggregates
SIST EN 933-5:2023

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 coarse and all-in natural 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.
NOTE 1   Examples of advanced test methods can be found in the Bibliography.
This document applies to coarse aggregates comprising particles within size fraction 4/63 mm. It does not apply to lightweight aggregates.
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.
Clause 7.1 specifies the procedure for test portions consisting of one size fraction and Clause 7.2 specifies the procedure for test portions consisting of two or more size fractions.
Guidance for the estimated mass of various size fractions with about 100 particles 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.

  • Standard
    20 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    18 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1097-7:2022(Main)
Tests for mechanical and physical properties of aggregates - Part 7: Determination of the particle density of filler - Pyknometer method
SIST EN 1097-7:2023

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.
Annex A specifies the procedure for determination of the pyknometer volume. Annex B specifies the procedure for determination of the density of the liquid used to determine the particle density of the filler. Annexes A and B are normative.
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.

  • Standard
    14 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    13 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 932-3:2022(Main)
Tests for general properties of aggregates - Part 3: Procedure and terminology for simplified petrographic description
SIST EN 932-3:2022

This document specifies a basic procedure for the identification of the petrographic type of natural aggregates. It applies for usual requirements for the procedure and terminology for simplified petrographic description. 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 In principle, 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 and technical requirements for specific applications, a non-exhaustive list of reference literature is given in the Bibliography.
This document applies only to natural aggregates. It is used to describe rocks and sediments. It does not apply to the description and identification of manufactured or recycled aggregates.
Informative Annex A provides guidance on the petrographic nomenclature by giving definitions of simple petrographic terms applicable to rock types used for aggregates.

  • Standard
    18 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    15 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1097-6:2022(Main)
Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption
SIST EN 1097-6:2022

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 sieve and retained on the 4 mm sieve (Clause 8);
-   a pyknometer method for aggregate particles passing the 4 mm sieve and retained on the 0,063 mm sieve (Clause 9).
In Clauses 7, 8 and 9, three different particle densities (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 is determined after soaking in water to constant mass.
For aggregate particles passing the 31,5 mm sieve and retained on the 4 mm 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 sieve and retained on the 4 mm sieve (Annex C). Three different particle densities (oven-dried; saturated and surface-dried; apparent) and water absorption are determined after pre-drying and a soaking period of 24 h;
-   a method, using a Büchner funnel, for aggregate particles passing the 4 mm sieve (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 sieve and retained on the 31,5 mm sieve (A.3);
-   a pyknometer method for aggregate particles passing the 31,5 mm sieve and retained on the 0,063 mm sieve (A.4);
-   a pyknometer method for aggregate particles passing the 31,5 mm 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 aggregate particles passing the 4 mm 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.
Precision data are presented in informative Annex J.

  • Standard
    61 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    58 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 933-9:2022(Main)
Tests for geometrical properties of aggregates - Part 9: Assessment of fines - Methylene blue test
SIST EN 933-9:2022

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 size 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 size 0/0,125 mm fraction (MBF) in normative 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.
Annex B specifies the preparation of 10 g/l methylene blue solution and Annex C specifies the procedure for the determination of the methylene blue value of kaolinite (MBk). Annexes B and C are normative.
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 D.
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.

  • Standard
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    16 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1744-4:2021(Main)
Tests for chemical properties of aggregates - Part 4: Determination of water susceptibility of fillers for bituminous mixtures
SIST EN 1744-4:2022

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.

  • Standard
    23 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    15 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 933-2:2020(Main)
Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apertures
SIST EN 933-2:2020

This document specifies the nominal size of apertures for test sieves used for determination of particle size of aggregates.
It applies to:
a)   test sieves of perforated metal plate having square holes of size from 4 mm and up to 125 mm;
b)   test sieves of metal wire cloth having aperture sizes below 4 mm down to 0,063 mm.

  • Standard
    7 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    6 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1097-8:2020(Main)
Tests for mechanical and physical properties of aggregates - Part 8: Determination of the polished stone value
SIST EN 1097-8:2020

This document describes the reference method used for type testing and in case of dispute for determining the polished stone value (PSV) of a coarse aggregate used in road surfacings. For other purposes, in particular factory production control, other methods are possible provided that an appropriate working relationship with the reference method has been established. Examples of advanced test methods can be found in the Bibliography.
Annex A describes an optional method for the determination of the aggregate abrasion value (AAV).
NOTE 1   The AAV method is suitable to use when particular types of skid resistant aggregates, (typically those with a PSV of 60 or greater) which can be susceptible to abrasion under traffic, are required.
The sample is taken from normal run of production from the plant.
NOTE 2   Chippings that have been freshly crushed in the laboratory or recovered from bituminous materials may give misleading results.

  • Standard
    35 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    36 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1097-2:2020(Main)
Tests for mechanical and physical properties of aggregates - Part 2: Methods for the determination of resistance to fragmentation
SIST EN 1097-2:2020

This document 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 (main text) and aggregates for railway ballast (Annex A). For other purposes, in particular factory production control, other methods are possible provided that an appropriate working relationship with the reference method has been established.
This document applies to natural, manufactured or recycled aggregates used in building and civil engineering.
Annex A describes a method for the determination of resistance to fragmentation of aggregates for railway ballast.
Annex B gives alternative narrow range classifications for the Los Angeles test and the impact test.
Annex C contains construction, operation and safety requirements for the impact tester.
Annex D describes a method for checking of the impact tester.
Annex E gives precision data.
Annex F contains a worked example of calculation of impact value SZ.
Annex G gives an alternative narrow range classification for the Los Angeles test of 16/32 mm recycled aggregates.
Annex H proposes an additional sieve for the evaluation of the Los Angeles test for railway ballast.
Annex A is normative and Annexes B to H are informative.

  • Standard
    43 pages
    English language
    sale 10% off
    e-Library read for
    1 day