iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 1097-4:2008

(Main)

Tests for mechanical and physical properties of aggregates - Part 4: Determination of the voids of dry compacted filler

Tests for mechanical and physical properties of aggregates - Part 4: Determination of the voids of dry compacted filler

This standard describes the reference method used for type testing and in cases of dispute, the determination of the voids of dry compacted filler by means of a Rigden apparatus. 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. The test is applicable to natural and manufactured fillers. It is used, for example to determine their bitumen carrying capacity.

Prüfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen - Teil 4: Bestimmung des Hohlraumgehaltes an trocken verdichtetem Füller

Diese Norm beschreibt das Referenzverfahren für die Erstprüfung und in Streitfällen für die Bestimmung des
Hohlraumgehaltes von trocken verdichteten Füllern mit dem Rigden-Gerät. Für andere Zwecke, insbesondere
die werkseigene Produktionskontrolle, dürfen andere Verfahren angewendet werden, falls ein ausreichender
Zusammenhang mit dem Referenzverfahren nachgewiesen wurde. Das Prüfverfahren ist für natürliche und
künstliche Füller anwendbar. Der Hohlraumgehalt dient zur Beurteilung der versteifenden Eigenschaften von
Füllern in Asphalt.

Essais pour déterminer les caractéristiques mécaniques et physiques des granulats - Partie 4: Détermination de la porosité du filler sec compacté

La présente norme décrit la méthode de référence utilisée pour les essais de type et, en cas de conflit, pour la
détermination de la porosité intergranulaire du filler sec compacté au moyen de l’appareillage Rigden. Pour
d'autres objectifs, en particulier dans le cadre du contrôle de la production en usine, d'autres méthodes
peuvent être employées si une corrélation appropriée avec la méthode de référence a été établie. L’essai est
applicable aux fillers naturels et artificiels. Il sert, par exemple, à déterminer leur aptitude à fixer du bitume.

Preskusi mehanskih in fizikalnih lastnosti agregatov - 4. del: Določevanje votlin v suho zbiti kameni moki

General Information

Status
Published
Publication Date
11-Mar-2008
Withdrawal Date
29-Sep-2008
ICS
91.100.15 - Mineral materials and products
Technical Committee
CEN/TC 154 - Aggregates
Drafting Committee
CEN/TC 154 - Aggregates
Current Stage
9060 - Closure of 2 Year Review Enquiry - Review Enquiry
Start Date
02-Dec-2023
Completion Date
02-Dec-2023
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 1097-4:2008 - Tests for mechanical and physical properties of aggregates - Part 4: Determination of the voids of dry compacted filler

Relations

Replaces
EN 1097-4:1999 - Tests for mechanical and physical properties of aggregates - Part 4: Determination of the voids of dry compacted filler
Effective Date
22-Dec-2008

Buy Standard

EN 1097-4:2008EN 1097-4:2008
PreviousNext
Standard
EN 1097-4:2008
English language
11 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 1097-4:2008
01-september-2008
1DGRPHãþD
SIST EN 1097-4:2000
3UHVNXVLPHKDQVNLKLQIL]LNDOQLKODVWQRVWLDJUHJDWRYGHO'RORþHYDQMHYRWOLQY
VXKR]ELWLNDPHQLPRNL
Tests for mechanical and physical properties of aggregates - Part 4: Determination of the
voids of dry compacted filler
Prüfverfahren für mechanische und physikalische Eigenschaften von Gesteinskörnungen
- Teil 4: Bestimmung des Hohlraumgehaltes an trocken verdichtetem Füller
Essais pour déterminer les caractéristiques mécaniques et physiques des granulats -
Partie 4: Détermination de la porosité du filler sec compacté
Ta slovenski standard je istoveten z: EN 1097-4:2008
ICS:
91.100.15 Mineralni materiali in izdelki Mineral materials and
products
SIST EN 1097-4:2008 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------

SIST EN 1097-4:2008

---------------------- Page: 2 ----------------------

SIST EN 1097-4:2008
EUROPEAN STANDARD
EN 1097-4
NORME EUROPÉENNE
EUROPÄISCHE NORM
March 2008
ICS 91.100.15 Supersedes EN 1097-4:1999
English Version
Tests for mechanical and physical properties of aggregates -
Part 4: Determination of the voids of dry compacted filler
Essais pour déterminer les caractéristiques mécaniques et Prüfverfahren für mechanische und physikalische
physiques des granulats - Partie 4: Détermination de la Eigenschaften von Gesteinskörnungen - Teil 4:
porosité du filler sec compacté Bestimmung des Hohlraumgehaltes an trocken
verdichtetem Füller
This European Standard was approved by CEN on 4 February 2008.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European
Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national
standards may be obtained on application to the CEN 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 translation
under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the
official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,
France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36  B-1050 Brussels
© 2008 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1097-4:2008: E
worldwide for CEN national Members.

---------------------- Page: 3 ----------------------

SIST EN 1097-4:2008
EN 1097-4:2008 (E)
Contents Page
Foreword.3
1 Scope .4
2 Normative references .4
3 Terms and definitions .4
4 Principle.5
5 Apparatus .5
6 Preparation of test portion.8
7 Procedure .8
8 Calculation and expression of results.9
9 Test report .9
Annex A (informative) Precision .10
Bibliography .11

2

---------------------- Page: 4 ----------
...

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 1097-1:2023(Main)
Tests for mechanical and physical properties of aggregates - Part 1: Determination of the resistance to wear (micro-Deval)
SIST EN 1097-1:2024

This document specifies the reference method used for type testing and in case of dispute, for determining the resistance to wear of coarse aggregates (main text) and aggregates for railway ballast (Annex A) by abrasion in the micro-Deval apparatus. Other methods can be used for other purposes, such as factory production control, provided that an appropriate working relationship with the relevant reference method has been established.
This document applies to natural, manufactured, recycled or lightweight (LWA) aggregates.
NOTE   This document does not apply to all types of LWA.
The reference test is performed with the addition of water. Annex B gives details of how the test can be performed without the addition of water.
Annex A specifies the method to determine the resistance to wear of aggregates for railway ballast without abrasive charge.
Annex C specifies the test performed with alternative narrow size fractions.
Annexes D and E specify methods for determining the wear of fine aggregates.
Precision data for the reference test method are given in Annex F.
Annex A is normative and Annexes B, C, D, E and F are informative.
WARNING – The use of this part of EN 1097 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 this document, and fulfil statutory and regulatory requirements for this purpose.

  • Standard
    22 pages
    English language
    sale 10% off
    e-Library read for
    1 day
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
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
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
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
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
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
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
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
CEN
CEN/TS 17438:2020(Main)
Source materials considered in the development of the Aggregate standards of TC 154
SIST-TS CEN/TS 17438:2020

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 specification
    17 pages
    English language
    sale 10% off
    e-Library read for
    1 day