Unbound and hydraulically bound mixtures - Part 1: Test methods for laboratory reference density and water content - Introduction, general requirements and sampling

This document specifies a number of test methods for the determination of the relationship between the water content and the density of unbound and hydraulically bound mixtures under specified test conditions. The test results provide an estimate of the mixture density that can be achieved and provides a reference parameter for assessing the density of the compacted layer of the mixture.
The test results are used as a basis for specifying requirements for hydraulically bound and unbound mixtures.
The test result also allows a conclusion to be drawn as to the water content at which a mixture can be satisfactorily compacted in order to achieve a given density.

Ungebundene und hydraulisch gebundene Gemische - Teil 1: Laborprüfverfahren für die Trockendichte und den Wassergehalt - Einführung, allgemeine Anforderungen und Probenahme

1   Anwendungsbereich
Dieses Dokument legt eine Anzahl von Verfahren fest, mit denen die Beziehung zwischen dem Wassergehalt und der Dichte ungebundener und hydraulisch gebundener Gemische unter vorgegebenen Prüfbedingungen ermittelt werden kann. Die Prüfergebnisse liefern einen Anhaltswert für die erreichbare Dichte des Gemisches und einen Bezugsparameter zur Beurteilung der Dichte einer verdichteten Schicht des Gemisches.
Die Prüfergebnisse werden als Grundlage für die Festlegung von Anforderungen an hydraulisch gebundene und ungebundene Gemische angewendet.
Die Prüfergebnisse lassen auch erkennen, bei welchem Wassergehalt ein Gemisch sich günstig verdichten lässt, um bestimmte Trockendichten zu erreichen.

Mélanges traités et mélanges non traités aux liants hydrauliques - Méthode d’essai de détermination en laboratoire de la masse volumique de référence et de la teneur en eau - Partie 1 : Introduction, exigences générales et échantillonnage

Le présent document (EN 13286 1:2021) a été élaboré par le Comité Technique CEN/TC 227 « Matériaux pour les routes », dont le secrétariat est tenu par BSI.
Cette Norme européenne devra recevoir le statut de norme nationale, soit par publication d'un texte identique, soit par entérinement, au plus tard en mai 2022, et toutes les normes nationales en contradiction devront être retirées au plus tard en mai 2022.
L’attention est attirée sur le fait que certains des éléments du présent document peuvent faire l’objet de droits de propriété intellectuelle. Le CEN ne saurait être tenu pour responsable de ne pas avoir identifié de tels droits de propriété, en tout ou en partie.
Le présent document remplace l’EN 13286 1:2003.
Les modifications suivantes ont été apportées par rapport à l’EN 13286 1:2003 :
[...]

Nevezane in hidravlično vezane zmesi - 1. del: Preskusne metode za laboratorijsko referenčno gostoto in vsebnost vode - Uvod, splošne zahteve in vzorčenje

Ta dokument določa število preskusnih metod za določanje razmerja med vsebnostjo vode in gostoto nevezanih in hidravlično vezanih zmesi pod opredeljenimi preskusnimi pogoji. Rezultati preskusa zagotavljajo oceno gostote mešanice, ki jo je mogoče doseči in določa referenčni parameter za ocenjevanje gostote stisnjene plasti zmesi.
Rezultati preskusa se uporabljajo kot osnova za določitev zahtev za nevezane in hidravlično vezane zmesi.
Na podlagi rezultata preskusa je mogoče tudi ugotoviti, pri kateri vsebnosti vode je mogoče zmes zadovoljivo stisniti, da se doseže dana gostota.

General Information

Status
Published
Publication Date
09-Nov-2021
Withdrawal Date
30-May-2022
Current Stage
9060 - Closure of 2 Year Review Enquiry - Review Enquiry
Start Date
02-Sep-2023
Completion Date
02-Sep-2023

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SLOVENSKI STANDARD
01-januar-2022
Nadomešča:
SIST EN 13286-1:2004
Nevezane in hidravlično vezane zmesi - 1. del: Preskusne metode za laboratorijsko
referenčno gostoto in vsebnost vode - Uvod, splošne zahteve in vzorčenje
Unbound and hydraulically bound mixtures - Part 1: Test methods for laboratory
reference density and water content - Introduction, general requirements and sampling
Ungebundene und hydraulisch gebundene Gemische - Teil 1: Laborprüfverfahren für die
Trockendichte und den Wassergehalt - Einführung, allgemeine Anforderungen und
Probenahme
Mélanges traités et mélanges non traités aux liants hydrauliques - Partie 1: Méthode
d'essai de détermination en laboratoire de la masse volumique de référence et la teneur
en eau - Introduction et exigences générales
Ta slovenski standard je istoveten z: EN 13286-1:2021
ICS:
93.080.20 Materiali za gradnjo cest Road construction materials
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

EN 13286-1
EUROPEAN STANDARD
NORME EUROPÉENNE
November 2021
EUROPÄISCHE NORM
ICS 93.080.20 Supersedes EN 13286-1:2003
English Version
Unbound and hydraulically bound mixtures - Part 1: Test
methods for laboratory reference density and water
content - Introduction, general requirements and sampling
Mélanges traités et mélanges non traités aux liants Ungebundene und hydraulisch gebundene Gemische -
hydrauliques - Partie 1: Méthode d'essai de Teil 1: Laborprüfverfahren für die Trockendichte und
détermination en laboratoire de la masse volumique de den Wassergehalt - Einführung, allgemeine
référence et la teneur en eau - Introduction et Anforderungen und Probenahme
exigences générales
This European Standard was approved by CEN on 5 July 2021.

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-CENELEC 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-CENELEC Management
Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2021 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 13286-1:2021 E
worldwide for CEN national Members.

Contents Page
European foreword . 3
1 Scope . 5
2 Normative references . 5
3 Terms and definitions . 5
4 Principle . 6
4.1 Relationship between dry density and water content . 6
4.2 Choice of test method . 7
4.3 Determination of water content . 7
4.4 Sampling and sample reduction . 8
5 Apparatus . 8
6 Test specimen preparation for other test methods . 8
Annex A (informative) Sampling and sample reduction . 9
A.1 General. 9
A.2 Principle . 9
A.3 Bulk sample size and number of increments . 9
A.4 Sampling plan . 10
A.5 Apparatus . 10
A.6 Sampling procedures . 10
A.7 Sample reduction . 10
A.8 Test portion preparation . 11
A.9 Marking, packaging and dispatch . 11
A.10 Sampling report . 11
Bibliography . 12

European foreword
This document (EN 13286-1:2021) has been prepared by Technical Committee CEN/TC 227 “Road
Materials”, 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 May 2022, and conflicting national standards shall be
withdrawn at the latest by May 2022.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN 13286-1:2003.
The following changes have been made in comparison with EN 13286-1:2003:
— editorial changes;
— in Table 1, a change to the particle size range for the vibrating hammer test in reflection of the
change in EN 13286-4.
This document is one of a series of standards as follows:
— EN 13286-1, Unbound and hydraulically bound mixtures — Part 1: Test methods for laboratory
reference density and water content — Introduction, general requirements and sampling
— EN 13286-2, Unbound and hydraulically bound mixtures — Part 2: Test methods for laboratory
reference density and water content — Proctor compaction
— EN 13286-3, Unbound and hydraulically bound mixtures — Part 3: Test methods for laboratory
reference density and water content — Vibrocompression with controlled parameters
— EN 13286-4, Unbound and hydraulically bound mixtures — Part 4: Test methods for laboratory
reference density and water content — Vibrating hammer
— EN 13286-5, Unbound and hydraulically bound mixtures — Part 5: Test methods for laboratory
reference density and water content — Vibrating table
— EN 13286-7, Unbound and hydraulically bound mixtures — Part 7: Cyclic load triaxial test for
unbound mixtures
— EN 13286-40, Unbound and hydraulically bound mixtures — Part 40: Test method for the
determination of the direct tensile strength of hydraulically bound mixtures
— EN 13286-41, Unbound and hydraulically bound mixtures — Part 41: Test methods for the
determination of the compressive of strength of hydraulically bound mixtures
— EN 13286-42, Unbound and hydraulically bound mixtures — Part 42: Test method for the
determination of the indirect tensile strength of hydraulically bound mixtures
— EN 13286-43, Unbound and hydraulically bound mixtures — Part 43: Test method for the
determination of the modulus of elasticity of hydraulically bound mixtures
— EN 13286-44, Unbound and hydraulically bound mixtures — Part 44: Test method for the
determination of the alpha coefficient of vitrified blastfurnace slag
— EN 13286-45, Unbound and hydraulically bound mixtures — Part 45: Test method for the
determination of the workability period of hydraulically bound mixtures
— EN 13286-46, Unbound and hydraulically bound mixtures — Part 46: Test method for the
determination of the moisture condition value
— EN 13286-47, Unbound and hydraulically bound mixtures — Part 47: Test method for the
determination of California bearing ratio, immediate bearing index and linear swelling
— EN 13286-48, Unbound and hydraulically bound mixtures — Part 48: Test method for the
determination of the degree of pulverisation
— EN 13286-49, Unbound and hydraulically bound mixtures — Part 49: Test method for the
determination of the accelerated swelling of soil treated by lime and/or hydraulic binder
— EN 13286-50, Unbound and hydraulically bound mixtures — Part 50: Method for the manufacture
of test specimens of hydraulically bound mixtures using Proctor equipment or vibrating table
compaction
— EN 13286-51, Unbound and hydraulically bound mixtures — Part 51: Method for the manufacture
of test specimens of hydraulically bound mixtures using vibrating hammer compaction
— EN 13286-52, Unbound and hydraulically bound mixtures — Part 52: Method for the manufacture
of test specimens of hydraulically bound mixtures using vibrocompression
— EN 13286-53, Unbound and hydraulically bound mixtures — Part 53: Method for the manufacture
of test specimens of hydraulically bound mixtures using axial compression
— CEN/TS 13286-54, Unbound and hydraulically bound mixtures — Part 54: Test method for the
determination of frost susceptibility — Resistance to freezing and thawing of hydraulically bound
mixtures
Annex A is informative.
Any feedback and questions on this document should be directed to the users’ national standards body.
A complete listing of these bodies can be found on the CEN website.
According to the CEN-CENELEC Internal Regulations, the national standards organisations of the
following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland,
Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the
United Kingdom.
1 Scope
This document specifies a number of test methods for the determination of the relationship between
the water content and the density of unbound and hydraulically bound mixtures under specified test
conditions. The test results provide an estimate of the mixture density that can be achieved and
provides a reference parameter for assessing the density of the compacted layer of the mixture.
The test results are used as a basis for specifying requirements for hydraulically bound and unbound
mixtures.
The test result also allows a conclusion to be drawn as to the water content at which a mixture can be
satisfactorily compacted in order to achieve a given density.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements 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 932-1:1996, Tests for general properties of aggregates - Part 1: Methods for sampling
EN 932-2:1999, 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
3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 932-1:1996, EN 932-2:1999
and the following apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— IEC Electropedia: available at http://www.electropedia.org/
— ISO Online browsing platform: available at https://www.iso.org/obp
3.1
laboratory dry density
maximum dry density that can be determined from the dry density/water content relationship derived
using a specified test method
3.2
optimum water content
water content associated with the maximum value of laboratory dry density
3.3
aggregate size
designation of aggregate in terms of lower (d) and upper (D) sieve sizes expressed as d/D
Note 1 to entry: This designation accepts the presence of some particles which will be retained on the upper sieve
(oversize) and some which will pass the lower sieve (undersize). The lower sieve size (d) may be zero.
...

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