Bituminous mixtures - Test methods - Part 27: Sampling

This document specifies test methods for sampling bituminous mixtures for roads and other paved areas to determine their physical properties and composition.

Asphalt - Prüfverfahren - Teil 27: Probenahme

Dieses Dokument legt Verfahren zur Probenahme von Asphalt für Straßen und andere befestigte Bereiche zur Bestimmung der physikalischen Eigenschaften und Zusammensetzung der Mischungen fest.

Mélanges bitumineux - Méthodes d'essai - Partie 27: Prélèvements d'échantillonnage

Bitumenske zmesi - Preskusne metode - 27. del: Vzorčenje

General Information

Status
Not Published
Public Enquiry End Date
28-May-2025
Technical Committee
CES - Roads
Current Stage
4020 - Public enquire (PE) (Adopted Project)
Start Date
27-Mar-2025
Due Date
14-Aug-2025
Completion Date
06-Aug-2025

Relations

Effective Date
21-Feb-2024

Overview

prEN 12697-27 (Draft, March 2025) is a CEN test-method standard for sampling bituminous mixtures used on roads and other paved areas. Prepared by CEN/TC 227, it specifies how to obtain representative increments, combine them into bulk samples and prepare laboratory samples to determine physical properties and composition of asphalt and related mixes. This draft will supersede EN 12697-27:2017 and includes updates such as additional packaging guidance for bulk samples containing water.

Key topics and requirements

  • Scope & terminology
    • Defines key sampling terms: increment, bulk sample, representative sample, spot sample, laboratory sample.
    • Applies to bituminous mixtures for road construction materials (ICS 93.080.20).
  • Methods for obtaining bulk samples
    • Sampling from lorry loads: use a sampling shovel, scoop (≤16 mm), or stainless-steel sampling tube; minimum increments specified (e.g., four increments ≈2 kg for ≤16 mm; 3 kg for larger aggregates; three tube increments ≈4 kg).
    • Sampling mastic asphalt during discharge: take two increments after one third of discharge; use moulds (avoid buckets).
    • Sampling from paver augers: take two ~3 kg increments from each side (four total) when augers are charged.
    • Sampling workable heaps: at least four increments from different positions, avoiding outer 100 mm of heap; guidance for less cohesive materials (metal plate).
    • Sampling laid but not rolled: methods using trays, shovels, scoops, coring, hacking or sawing out slabs (detailed apparatus and procedures).
    • Sampling trays specs: 375 mm square, ~3.25 mm thick, ≤10 mm deep, with multi-strand wire (3 m) and recommended wire breaking load examples.
  • Sampling coated chippings
    • Separate provisions for coated chippings from stockpiles (apparatus and procedure).
  • Marking, packaging and reporting
    • Clause 6 covers sampling reports and packaging; new text added for packaging of bulk samples containing water.
  • Normative references
    • EN 58 (bitumen sampling) and EN 12697-20 (indentation using cube/Marshall specimens) are referenced.

Applications and users

  • Practical uses:
    • Quality control at asphalt plants and construction sites
    • Production acceptance testing and dispute resolution
    • Preparing samples for physical and compositional laboratory tests
  • Typical users:
    • Road contractors and plant operators
    • Materials laboratories and QA/QC teams
    • Pavement engineers, specification writers and procuring authorities
    • National standards bodies implementing CEN documents

Related standards

  • EN 58 - Bitumen and bituminous binders: sampling
  • EN 12697-20 - Bituminous mixtures: indentation tests (cube / Marshall specimens)

Keywords: prEN 12697-27, sampling bituminous mixtures, CEN, road construction materials, bulk sample, sampling procedures, asphalt sampling, mastic asphalt, paver sampling, coated chippings, laboratory sample.

Draft

oSIST prEN 12697-27:2025

English language
16 pages
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Frequently Asked Questions

oSIST prEN 12697-27:2025 is a draft published by the Slovenian Institute for Standardization (SIST). Its full title is "Bituminous mixtures - Test methods - Part 27: Sampling". This standard covers: This document specifies test methods for sampling bituminous mixtures for roads and other paved areas to determine their physical properties and composition.

This document specifies test methods for sampling bituminous mixtures for roads and other paved areas to determine their physical properties and composition.

oSIST prEN 12697-27:2025 is classified under the following ICS (International Classification for Standards) categories: 93.080.20 - Road construction materials. The ICS classification helps identify the subject area and facilitates finding related standards.

oSIST prEN 12697-27:2025 has the following relationships with other standards: It is inter standard links to SIST EN 12697-27:2017. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

oSIST prEN 12697-27:2025 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)


SLOVENSKI STANDARD
01-maj-2025
Bitumenske zmesi - Preskusne metode - 27. del: Vzorčenje
Bituminous mixtures - Test methods - Part 27: Sampling
Asphalt - Prüfverfahren - Teil 27: Probenahme
Mélanges bitumineux - Méthodes d'essai - Partie 27: Prélèvements d'échantillonnage
Ta slovenski standard je istoveten z: prEN 12697-27
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.

DRAFT
EUROPEAN STANDARD
NORME EUROPÉENNE
EUROPÄISCHE NORM
March 2025
ICS 93.080.20 Will supersede EN 12697-27:2017
English Version
Bituminous mixtures - Test methods - Part 27: Sampling
Mélanges bitumineux - Méthodes d'essai - Partie 27: Asphalt - Prüfverfahren - Teil 27: Probenahme
Prélèvements d'échantillonnage
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 227.
If this draft becomes a European Standard, 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.

This draft European Standard was established by CEN 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, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.

EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2025 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 12697-27:2025 E
worldwide for CEN national Members.

Contents Page
European foreword . 3
1 Scope . 4
2 Normative references . 4
3 Terms and definitions . 4
4 Methods of obtaining bulk samples from all materials except coated chippings . 5
4.1 Sampling from a lorry load of material . 5
4.1.1 Apparatus . 5
4.1.2 Procedure . 5
4.2 Sampling mastic asphalt during discharge from a mixer transporter . 5
4.2.1 Apparatus . 5
4.2.2 Procedure . 6
4.3 Sampling from the material around the augers of the paver . 6
4.3.1 Apparatus . 6
4.3.2 Procedure . 6
4.4 Sampling of workable material in heaps . 6
4.4.1 Apparatus . 6
4.4.2 Procedure . 6
4.4.3 General . 7
4.4.4 Apparatus . 7
4.4.5 Procedure . 7
4.5 Sampling from the laid but not rolled material from a cut trench . 7
4.5.1 General . 7
4.5.2 Apparatus . 7
4.5.3 Procedure using sampling shovel . 7
4.5.4 Procedure using asphalt sampling scoop . 8
4.6 Sampling of laid and compacted materials by coring . 8
4.6.1 Apparatus . 8
4.6.2 Procedure . 8
4.7 Sampling of laid and compacted material by hacking out or sawing out slabs . 8
4.7.1 Apparatus . 8
4.7.2 Procedure . 9
4.8 Sampling from the slat conveyor of a continuous process plant . 9
4.8.1 Apparatus . 9
4.8.2 Procedure . 9
4.9 Sampling from material hopper/paver . 9
4.9.1 Apparatus . 9
4.9.2 Procedure . 10
5 Sampling coated chippings from stockpiles . 10
5.1 Apparatus . 10
5.2 Procedure . 10
6 Marking and packaging of laboratory samples . 10
6.1 Sampling report . 10
6.2 Packaging . 11
Bibliography . 16
European foreword
This document (prEN 12697-27:2025) has been prepared by Technical Committee CEN/TC 227 “Road
materials”, the secretariat of which is held by BSI.
This document is currently submitted to the CEN Enquiry.
This document will supersede EN 12697-27:2017.
EN 12697-27:2017.
— [European Foreword] deletion of paragraph describing the applicability of this document.
— [Clause 6.2] added description for packaging of bulk samples containing water.
1 Scope
This document specifies test methods for sampling bituminous mixtures for roads and other paved areas
to determine their physical properties and composition.
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 58, Bitumen and bituminous binders - Sampling bituminous binders
EN 12697-20, Bituminous mixtures - Test methods - Part 20: Indentation using cube or Marshall specimens
3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 58 and the following apply.
ISO and IEC maintain terminology databases for use in standardization at the following addresses:
ISO Online browsing platform: available at https://www.iso.org/obp/
IEC Electropedia: available at https://www.electropedia.org/
3.1
increment
single quantity of material taken from a larger body of the material under examination
3.2
bulk sample
sample obtained when increments from the material being sampled are combined to provide sufficient
material for all required purposes
3.3
representative sample
sample consisting of a specified number of increments purposely taken to represent a specific quantity
or area of material
Note 1 to entry: A representative sample is assumed to have the same composition as the material sampled,
within the limits of precision associated with the method of sampling.
3.4
spot sample
sample of material taken in a single operation at a single place and time of the material being sampled
Note 1 to entry: If it can be assumed that the material is homogeneous, a spot sample can be regarded as a
representative sample. If the material is not homogeneous, a spot sample only can be regarded as representative of
a limited region around the sampling point.
3.5
laboratory sample
sample despatched to the laboratory
Note 1 to entry: It can be the whole or part of the bulk or representative sample. A laboratory sample is assumed
to be of sufficient quantity for all tests required.
4 Methods of obtaining bulk samples from all materials except coated chippings
4.1 Sampling from a lorry load of material
4.1.1 Apparatus
a) sampling shovel (such as that shown in Figure 1); or
b) sampling scoop (such as that shown in Figure 2) for materials whose nominal size is 16 mm and
smaller; or
c) sampling tube of stainless steel (see Figure 3 and Figure 4). Pipe size M may not be used when the
nominal maximum size for aggregate is greater than 16 mm.
4.1.2 Procedure
4.1.2.1 Using a sampling shovel or scoop, take a minimum of four increments of approximately:
a) 2 kg each for material containing aggregate of nominal size equal or smaller than 16 mm;
b) 3 kg each for material containing aggregate of nominal size larger than 16 mm.
For mixtures with aggregate size ≥ 32 mm eight increments is recommended.
Take the increments from about 100 mm below the surface of the material from different positions as
widely spaced as practicable but not closer than 300 mm from the side of the lorry. Remove all the surface
material including any coarse material that may fall into the hole during sampling.
With some less cohesive materials the use of a metal plate, pushed into the material to facilitate digging
100 mm down is recommended to stop surface material falling into the hole.
4.1.2.2 Using a sampling tube (size M or N), take a minimum of three increments of approximately
4 kg.
To enable representative sampling the lorry should be loaded with at least half the volume with current
material.
Take the increments of the material from different positions as widely spaced as practicable but not
closer than 0,5 m from the side of the lorry. Push the tube horizontally in the mass and so far that the
entire tube is filled. Pull out the tube and empty the contents into the packaging.
NOTE When more than one bulk sample is needed, an example of sample drawing for three bulk samples is
given in Figure 9.
4.1.2.3 Combine the increments obtained to form the bulk sample.
The number of increments spe
...

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