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SIST 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
05-Aug-2008
ICS
91.100.15 - Mineral materials and products
Technical Committee
AGR - Aggregates
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
10-Jul-2008
Due Date
14-Sep-2008
Completion Date
06-Aug-2008
Directive
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
EN 1097-4:2008 - Tests for mechanical and physical properties of aggregates - Part 4: Determination of the voids of dry compacted filler

Relations

Replaces
SIST EN 1097-4:2000 - Tests for mechanical and physical properties of aggregates - Part 4: Determination of the voids of dry compacted filler
Effective Date
01-Sep-2008

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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.

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SIST EN 1097-4:2008

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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.

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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

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SIST EN 1097-4:2008
EN 1097-4:2008 (E)
Foreword
This document (EN 1097-4:2008) has been prepared by Technical Committee CEN/TC 154 “Aggregates”, the
secretariat of which is held by BSI.
This European Standard shall be given the status of a national standard, either by publication of an identical
text or by endorsement, at the latest by September 2008, and conflicting national standards shall be
withdrawn at the latest by September 2008.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN 1097-4:1999.
This European Standard forms part of a series of standards for tests for mechanical and physical properties of
aggregates. Test methods for other properties of aggregates will be covered by Parts of the following European
Standards:
EN 932, Tests for general properties of aggregates
EN 933, Tests for geometrical properties of aggregates
EN 1367, Tests for thermal and weathering properties of aggregates
EN 1744, Tests for chemical properties of aggregates
EN 13179, Tests for filler aggregate used in bituminous mixtures

The other Parts of EN 1097 are:
Part 1: Determination of the resistance to wear (micro-Deval)
Part 2: Methods for the determination of resistance to fragmentation
Part 3: Determination of loose bulk density and voids
Part 5: Determination of the water content by drying in a ventilated oven
Part 6: Determination of particle density and water absorption
Part 7: Determination of the particle density of filler - Pyknometer method
Part 8: Determination of the polished stone value
Part 9: Determination of the resistance to wear by abrasion from studded tyres - Nordic test
Part 10: Determination of water suction height
According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: 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 the United Kingdom.
3

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SIST EN 1097-4:2008
EN 1097-4:2008 (E)
1 Scope
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.
2 Normative references
The following referenced documents are indispensable for the application of this document. For dated
references, only the edition cited applies. For undated references, the latest edition of the referenced
document (including any amendments) applies.
EN 932-2, Tests for general properties of aggregates - Part 2: Methods for reducing laboratory samples
EN 932-5, Tests for general properties of aggregates - Part 5: Common equipment and calibration
EN 1097-7, Tests for mechanical and physical properties of aggregates - Part 7: Determination of the particle
density of filler - Pyknometer method
EN 10025 (all parts), Hot rolled products of non-alloy structural steels
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
3.1
percentage air voids
volume of air filled space in the filler, expressed as a percentage of the total volume of the filler after compaction
by a standard method
3.2
laboratory sample
reduced sample derived from a bulk sample for laboratory testing
3.3
test portion
sample used as a whole in a single test
3.4
test specimen
sample used in a single determination when a test method requires more than one determination of a property
3.5
constant mass
successive weighings after drying at least 1 h apart not differing by mor
...

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