Waste - Characterization of granular solids with potential for use as construction material - Compliance leaching test - Up-flow percolation test

This document specifies an up-flow percolation procedure applicable to determine the release of hazardous inorganic and non-volatile organic substances from granular solids derived from waste with potential for beneficial use as construction product. The principle is identical with CEN TS 16637-3 “Construction products — Assessment of release of dangerous substances — Part 3: Horizontal up-flow percolation test”.  Waste materials without potential for beneficial use are excluded from the scope. The test is applicable to waste material of which the general long-term leaching behavior is known based on previous investigations.

Abfall - Charakterisierung von granularen Feststoffen mit Verwertungspotential als Ersatzbaustoff - Übereinstimmungsuntersuchung des Elutionsverhaltens - Perkolationsprüfung im Aufwärtsstrom

(1) Dieses Dokument legt eine Perkolationsprüfung (PP) im Aufwärtsstrom fest, die geeignet ist, das Auslaugverhalten von anorganischen und nichtflüchtigen organischen Stoffen aus körnigen Feststoffen mit Verwertungspotential als Ersatzbaustoff zu bestimmen. Die Prüfung eignet sich nicht für Stoffe, die unter Umgebungsbedingungen flüchtig sind. Die körnigen Feststoffe werden unter festgelegten Bedingungen und in Abhängigkeit vom Flüssigkeits-/Feststoffverhältnis einer Perkolation mit Wasser ausgesetzt. Bei dem Verfahren handelt es sich um einen Auslaugungstest bei einmaligem Durchfluss einer Säule.
ANMERKUNG 1   Flüchtige organische Stoffe umfassen auch niedermolekulare Stoffe in Mischungen wie z. B. Mineralöl.
(2) Diese Perkolationsprüfung im Aufwärtsstrom wird unter festgelegten Prüfbedingungen für körnige Feststoffe mit Verwertungspotential als Ersatzbaustoff durchgeführt und liefert nicht zwingend Ergebnisse, die die spezifischen Bedingungen der bestimmungsgemäßen Verwendung nachbilden. Bei diesem Prüf-verfahren werden Eluate erzeugt, die anschließend durch physikalische, chemische und ökotoxikologische Verfahren in Übereinstimmung mit gängigen Standardverfahren charakterisiert werden können. Die Ergebnisse der Eluatanalyse werden in Abhängigkeit vom Flüssigkeits-/Feststoffverhältnis dargestellt. Die Prüfergebnisse ermöglichen es, verschiedene Auslaugverhalten zu unterscheiden.
ANMERKUNG 2   Es ist nicht immer möglich, die Prüfbedingungen gleichzeitig für anorganische und organische Stoffe anzupassen. Außerdem können sich die Prüfbedingungen für unterschiedliche Gruppen von organischen Stoffen unterscheiden. Die Prüfbedingungen für organische Stoffe sind im Allgemeinen strenger als die für anorganische Stoffe. Die Prüfbedingungen sind im Allgemeinen so beschrieben, dass sie für die Prüfung organischer Stoffe gelten und in Abhängigkeit davon, wie die Prüfungen angelegt sind, auch auf anorganische Stoffe anwendbar sind.
ANMERKUNG 3   Für Ökotoxizitätsprüfungen werden Eluate benötigt, die die Freisetzung sowohl von anorganischen als auch von organischen Stoffen abbilden. In diesem Dokument sind ökotoxikologische Prüfungen so zu verstehen, dass sie genotoxikologische Prüfungen mit einschließen.
ANMERKUNG 4   Körnige Abfallmaterialien mit einem niedrigen Durchlässigkeitsbeiwert für Grundwasser, die einen nachteiligen Druckaufbau verursachen können, sollen dieser Prüfung nicht unterzogen werden.
ANMERKUNG 5   Dieses Verfahren ist im Allgemeinen nicht geeignet für Feststoffe, die leicht biologisch abbaubar sind, für Feststoffe, die mit dem Elutionsmittel so reagieren, dass beispielsweise eine übermäßige Gasemission oder Wärmeabgabe erfolgt, für undurchlässige, hydraulisch gebundene Feststoffe oder für Feststoffe, die in Kontakt mit Wasser quellen.
Der Anwendungsbereich erstreckt sich nicht auf körnige Abfallmaterialien ohne Verwertungspotential.
ANMERKUNG 6   Körnige Abfallmaterialien ohne Verwertungspotential können Materialien sein, bei denen während eines potentiellen Wiederverwendungsszenarios eine Gaserzeugung oder ein biologischer Abbau auftritt.
Diese Prüfung ist auf jene Arten von körnigem Abfallmaterial anwendbar, deren grundsätzliches langfristiges Auslaugverhalten aus früheren Untersuchungen bekannt ist.
(3) In diesem Dokument werden die gleichen Prüfbedingungen wie für FprEN 16637-3 (CEN/TC 351/WG 1) angewandt, um eine vollständige Vergleichbarkeit der Prüfung von Bauprodukten und aus Abfällen gewonnenen Bauprodukten zu ermöglichen und Doppelprüfungen zu vermeiden. Die Prüfergebnisse nach FprEN 16637-3 sind im Zusammenhang mit der Prüfung körniger Feststoffe mit Verwertungspotential als Ersatzbaustoff ebenfalls zulässig.
ANMERKUNG 7   Wenn eine Auslaugprüfung nach FprEN 16637-3 durchgeführt wurde, braucht eine zusätzliche Prüfung nach prEN 17516 nicht durchgeführt zu werden.

Déchets - Caractérisation des soudes granulées avec un potential d’ utilisation comme matériau de construction - Essai de comportement à la lixiviation - Essai de percolation d’un flux ascendant

Le présent document spécifie un essai de percolation (EP) à écoulement ascendant qui est applicable pour déterminer le comportement à la lixiviation des substances organiques non volatiles et inorganiques issues de déchets solides granulaires présentant un intérêt potentiel en tant que produits de construction. L’essai n’est pas adapté aux substances qui sont volatiles dans des conditions ambiantes. Le déchet solide granulaire est soumis à une percolation à l’eau en fonction du rapport liquide/solide, dans des conditions de percolation spécifiées. La méthode consiste en un essai de lixiviation en colonne avec passage unique.
NOTE 1   Les substances organiques volatiles incluent les substances de faible masse moléculaire contenues dans des mélanges tels que les huiles minérales.
NOTE 2   Il n’est pas toujours possible d’ajuster les conditions d’essai à la fois pour les substances organiques et inorganiques, et les conditions d’essai peuvent également varier entre différents groupes de substances organiques. Les conditions d’essai pour les substances organiques sont généralement plus strictes que celles applicables aux substances inorganiques. Les conditions d’essai sont décrites de sorte à être adaptées à l’essai de substances organiques, ainsi qu’à celui de substances inorganiques en fonction de la configuration.
Les déchets solides granulaires ne présentant pas d’intérêt potentiel en tant que produits de construction sont exclus du domaine d’application.
NOTE 3   Les déchets solides granulaires ne présentant pas d’intérêt potentiel en tant que produits de construction peuvent être des matériaux générant une production de gaz ou une biodégradation au cours d’un scénario de réutilisation potentiel.
NOTE 4   Ce mode opératoire n’est généralement applicable ni aux solides qui sont facilement biodégradables, ni aux solides qui réagissent avec le lixiviant, ce qui entraîne, par exemple, une émission de gaz excessive ou un dégagement de chaleur excessif, ni aux liants hydrauliques non perméables, ni aux solides qui gonflent au contact de l’eau.
Cet essai est applicable aux types de déchets solides granulaires dont le comportement à la lixiviation à long terme est généralement connu grâce à de précédentes études.
Cet essai de percolation à écoulement ascendant est réalisé dans des conditions d’essai spécifiées, qui correspondent aux conditions d’essai indiquées dans la CEN/TS 16637 3 (pour les produits de construction granulaires). Cet essai ne donne pas nécessairement des résultats conformes aux conditions d’utilisation spécifiques prévues. Cette méthode d’essai produit des éluats qui peuvent ensuite être caractérisés par des méthodes physiques, chimiques et écotoxicologiques selon des méthodes normalisées existantes. Les résultats de l’analyse des éluats sont présentés en fonction du rapport liquide/solide.
NOTE 5   Pour la réalisation des essais d’écotoxicité, des éluats avec à la fois des substances inorganiques et organiques sont nécessaires. Dans le présent document, les essais écotoxicologiques englobent aussi les essais génotoxicologiques.
...

Odpadki - Karakterizacija granuliranih trdnih snovi (granulatov), ki se lahko uporabljajo kot gradbeni material - Preskus skladnosti izluževanja - Preskus precejanja v koloni s tokom navzgor

General Information

Status
Not Published
Public Enquiry End Date
02-Apr-2022
Technical Committee
Current Stage
4020 - Public enquire (PE) (Adopted Project)
Start Date
05-Jan-2022
Due Date
25-May-2022
Completion Date
20-Apr-2022

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Standards Content (Sample)

SLOVENSKI STANDARD
oSIST prEN 17516:2022
01-marec-2022
Odpadki - Karakterizacija granuliranih trdnih snovi (granulatov), ki se lahko
uporabljajo kot gradbeni material - Preskus skladnosti izluževanja - Preskus
precejanja v koloni s tokom navzgor

Waste - Characterization of granular solids with potential for use as construction material

- Compliance leaching test - Up-flow percolation test

Abfall - Charakterisierung von granularen Feststoffen mit Verwertungspotential als

Ersatzbaustoff - Übereinstimmungsuntersuchung des Elutionsverhaltens -
Perkolationsprüfung im Aufwärtsstrom

Déchets - Caractérisation des soudes granulées avec un potential d’ utilisation comme

matériau de construction - Essai de comportement à la lixiviation - Essai de percolation

d’un flux ascendant
Ta slovenski standard je istoveten z: prEN 17516
ICS:
13.030.10 Trdni odpadki Solid wastes
91.100.01 Gradbeni materiali na Construction materials in
splošno general
oSIST prEN 17516:2022 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN 17516:2022
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oSIST prEN 17516:2022
DRAFT
EUROPEAN STANDARD
prEN 17516
NORME EUROPÉENNE
EUROPÄISCHE NORM
February 2022
ICS 91.100.01
English Version
Waste - Characterization of granular solids with potential
for use as construction material - Compliance leaching test
- Up-flow percolation test

Déchets - Caractérisation des soudes granulées avec un Abfall - Charakterisierung von granularen Feststoffen

potential d' utilisation comme matériau de mit Verwertungspotential als Ersatzbaustoff -

construction - Essai de comportement à la lixiviation - Übereinstimmungsuntersuchung des

Essai de percolation d'un flux ascendant Elutionsverhaltens - Perkolationsprüfung im

Aufwärtsstrom

This draft European Standard is submitted to CEN members for second enquiry. It has been drawn up by the Technical

Committee CEN/TC 444.

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, Turkey 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

© 2022 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 17516:2022 E

worldwide for CEN national Members.
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oSIST prEN 17516:2022
prEN 17516:2022 (E)
Contents Page

European foreword ............................................................................................................................................ 5

Introduction .......................................................................................................................................................... 6

1 Scope .......................................................................................................................................................... 7

2 Normative references .......................................................................................................................... 8

3 Terms and definitions ......................................................................................................................... 8

4 Symbols and abbreviations ............................................................................................................. 11

4.1 Symbols .................................................................................................................................................. 11

4.2 Abbreviations ....................................................................................................................................... 12

5 Principle ................................................................................................................................................. 12

5.1 General principles .............................................................................................................................. 12

5.2 Number of eluates ............................................................................................................................... 13

6 Reagents ................................................................................................................................................. 13

7 Equipment ............................................................................................................................................. 14

8 Sample preparation ........................................................................................................................... 16

8.1 General.................................................................................................................................................... 16

8.2 Preparation of the test sample ....................................................................................................... 16

8.2.1 Principles ............................................................................................................................................... 16

8.2.2 Rules of application ............................................................................................................................ 16

8.3 Test portion .......................................................................................................................................... 17

8.4 Drying ...................................................................................................................................................... 17

8.5 Subsampling ......................................................................................................................................... 18

8.6 Sieving of samples into fractions ................................................................................................... 18

8.7 Size reduction of particles ............................................................................................................... 18

9 Test procedure ..................................................................................................................................... 18

9.1 Temperature......................................................................................................................................... 18

9.2 Determination of dry residue ......................................................................................................... 18

9.3 Pre-treatment of the column .......................................................................................................... 19

9.4 Packing of the column ....................................................................................................................... 19

9.4.1 General.................................................................................................................................................... 19

9.4.2 Equilibration......................................................................................................................................... 19

9.4.3 Calculation of the flow rate ............................................................................................................. 19

9.5 Collection of eluates ........................................................................................................................... 20

9.6 Further preparation of the eluates for analysis ...................................................................... 22

9.7 Blank test ............................................................................................................................................... 22

10 Evaluation of measurement results ............................................................................................. 23

10.1 Expression of results in concentrations ..................................................................................... 23

10.2 Expression of results in terms of mass related release ........................................................ 23

11 Documentation and test report ..................................................................................................... 24

12 Test performance ................................................................................................................................ 25

Annex A (informative) Examples of sample preparation procedures ............................................ 26

A.1 General.................................................................................................................................................... 26

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oSIST prEN 17516:2022
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A.2 Example 1 .............................................................................................................................................. 26

A.3 Example 2 .............................................................................................................................................. 26

A.3.1 Product grading ................................................................................................................................... 26

A.3.2 Example 2: Sieve diameter 22,4 mm chosen ............................................................................. 27

Annex B (informative) Illustration of the column and accompanying equipment .................... 29

Annex C (informative) Procedures for packing and saturation of the column ........................... 30

C.1 General ................................................................................................................................................... 30

C.2 Column filling and packing .............................................................................................................. 30

C.3 Procedure for packing ...................................................................................................................... 30

C.4 Water saturation ................................................................................................................................. 31

C.4.1 General ................................................................................................................................................... 31

C.4.2 Method 1: Saturating the column using the pump .................................................................. 31

C.4.3 Method 2: Saturating the column using initial hydrostatic pressure .............................. 31

Annex D (informative) Assessment of release mechanism(s) ........................................................... 33

D.1 Overview of release mechanisms ................................................................................................. 33

D.2 Overview of release mechanisms ................................................................................................. 34

D.2.1 Overall low concentrations ............................................................................................................. 34

D.2.2 Effect of pH on release ...................................................................................................................... 34

D.2.3 (Apparent) pH-dependent release ............................................................................................... 35

D.2.4 No pH-dependent release ................................................................................................................ 37

D.2.5 Unidentified release mechanism .................................................................................................. 39

D.3 Overview of release mechanisms ................................................................................................. 39

D.3.1 Release .................................................................................................................................................... 39

D.3.2 Extrapolation and interpolation of the release to other L/S ratios .................................. 39

D.4 Examples ................................................................................................................................................ 41

D.4.1 General ................................................................................................................................................... 41

EXAMPLE 1 pH-dependent solubility-controlled release ............................................................ 41

D.4.2 EXAMPLE 2 Solubility-controlled release .................................................................................. 45

D.4.3 EXAMPLE 3 Wash-out ........................................................................................................................ 48

D.4.4 EXAMPLE 4 Apparent depletion .................................................................................................... 51

Annex E (informative) Summary of cumulative results for L/S = 2 and L/S = 10 ....................... 54

E.1 Performance data FprEN 16637-3 for L/S = 2 and L/S = 10 ................................................ 54

E.2 Inorganic substances ......................................................................................................................... 56

E.2.1 General ................................................................................................................................................... 56

E.2.2 Crushed copper slag (CUS) – Cumulative release at L/S = 2 and L/S = 10 in mg/kg ... 58

E.2.3 Recycled concrete (CRC) – Cumulative release at L/S = 2 and L/S = 10 in mg/kg ....... 60

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oSIST prEN 17516:2022
prEN 17516:2022 (E)

E.2.4 Crushed masonry (CMA) – Cumulative release at L/S = 2 and L/S = 10 in mg/kg ....... 62

E.3 Organic substances............................................................................................................................. 64

E.3.1 Asphalt aggregate – Cumulative release at L/S = 2 and L/S = 10 in mg/kg .................... 64

Bibliography ....................................................................................................................................................... 70

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oSIST prEN 17516:2022
prEN 17516:2022 (E)
European foreword

This document (prEN 17516:2022) has been prepared by Technical Committee CEN/TC 444

“Environmental characterization of solid matrices”, the secretariat of which is held by NEN.

This document is currently submitted to the second CEN Enquiry.

This document has been prepared under a mandate given to CEN by the European Commission and the

European Free Trade Association.

This document specifies an up-flow percolation test to determine the leaching behaviour of granular solid

waste with potential for beneficial use as construction product under standardized percolation

conditions. The test is equal to the Horizontal up-flow percolation test for construction products

(FprEN 16637-3), which in turn was elaborated based on the up-flow percolation test for

characterization of waste (CEN/TS 14405:2004). The reason for implementing this Technical

Specification is to provide a method which is in line with the investigation of the leaching behaviour of

granular waste as well as granular construction products, particularly to avoid double testing of waste-

derived aggregates that may have potential as construction products.

NOTE Granular solid waste materials are subjected to the Waste Frame Directive (2008/98/EC) where

the release of dangerous substances of granular waste is measured according to EN 14405, while

construction products derived from the same waste are subjected to the Construction Products

Regulation (305/2011) where the release of dangerous substances is measured according to

FprEN 16637-3.

Background information on characterization of leaching behaviour of construction products can be found

in Technical Reports provided by CEN/TC 351 (i.e. CEN/TR 16098).
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oSIST prEN 17516:2022
prEN 17516:2022 (E)
Introduction

The implementation of a Circular Economy has a high priority on the agenda of the European

Commission. To fulfil the needs of a Circular Economy granular solid waste should be used as

construction product as much as possible, thus diminishing the amount of landfilling to a minimum and

save natural resources.

The release of dangerous substances upon contact with water results in a potential risk to the

environment during the intended utilization of waste materials as construction products. The intent of

this European Standard together with EN 14405 or EN 12457-series is to identify the leaching behaviour

of granular solid waste with potential for beneficial use as construction product and thereby allow

assessments of the release of regulated dangerous substances to soil, surface water and groundwater

under intended use conditions in relation to CE marking of construction products derived from waste.

This document describes an up-flow percolation test for granular solid waste with potential for beneficial

use as a construction product. It has been elaborated to avoid double testing, i.e. to assess the compliance

with both waste and construction products regulations in one run. This test addresses granular solid

waste with existing knowledge on long-term leaching behaviour in waste management scenarios

obtained i.e. using basic characterization test EN 14405. The specified methods under Clauses 5 to 12

(Principle, Reagents, Equipment, Sample preparation, Test procedure, Evaluation of measurement

results, Documentation and Test Report as well as Test Performance) are identical to the corresponding

clauses of FprEN 16637-3 (Horizontal up-flow percolation test) with the exception that the term

“construction product“ has been changed to terms relevant for this standard such as “granular solid waste

with potential to be reused as construction product” or similar.

In the different European countries, tests have been developed to characterize and assess dangerous

substances which can be leached from solid matrices (e.g. construction products, contaminated soils,

solid waste materials). The intent of these tests is to identify the leaching behaviour of these materials.

The complexity of the leaching process makes simplifications necessary. All relevant aspects of leaching

behaviour cannot be addressed in one single standard. The test hierarchy for waste is described in the

1 2

Landfill Directive and the Decision on Annex II of this Directive for disposal of waste, while guidance of

appropriate leaching test for determining leaching of dangerous substances from construction products

is specified in CEN/TS 16637-1.

The test procedure described in this European Standard should be regarded as a compliance test to be

used to verify compliance to regulatory limit values. Column percolation tests according to EN 14405

shall be applied for basic characterization of granular solid waste.

NOTE 1 Basic characterization constitutes a full characterization of the waste by gathering all the necessary

information for a safe management of the waste in the short and long term. Basic characterization may provide

general information on the waste (i.e. type and origin, composition, consistency, leachability, etc.), information for

understanding the behaviour of waste in the considered management scenario, comparison of waste properties

against limit values, and detection of key variables (critical parameters as liquid/solid (L/S) ratios, leachant

composition, factors controlling leachability such as pH, redox potential, complexing capacity and physical

parameters) for compliance testing and options for simplification of compliance testing.

Council Directive 1999/31/EC of 26 April 1999 on the landfill of waste.
Council Decision 2003/33/EC of 19 December 2002.
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oSIST prEN 17516:2022
prEN 17516:2022 (E)
1 Scope

(1) This document specifies an up-flow percolation test (PT) which is applicable to determine the

leaching behaviour of inorganic and non-volatile organic substances from granular solids with potential

for use as construction material. The test is not suitable for substances that are volatile under ambient

conditions. The granular solids are subjected to percolation with water as a function of liquid to solid

ratio under specified percolation conditions. The method is a once-through column leaching test.

NOTE 1 Volatile organic substances include the low molecular weight substances in mixtures such as mineral oil.

(2) This up-flow percolation test is performed under specified test conditions for granular solids with

potential for use as construction material and does not necessarily produce results that mimic specific

intended use conditions. This test method produces eluates, which can subsequently be characterized by

physical, chemical and ecotoxicological methods according to existing standard methods. The results of

eluate analysis are presented as a function of the liquid/solid ratio. The test results enable the distinction

between different leaching behaviour.

NOTE 2 It is not always possible to adjust test conditions simultaneously for inorganic and organic substances.

Test conditions can also vary between different groups of organic substances. Test conditions for organic

substances are generally more stringent than those for inorganic substances. The test conditions are generally

described in a way that they fit testing organic substances and are also applicable to inorganic substances depending

on the set-up.

NOTE 3 For ecotoxicity testing, eluates representing the release of both inorganic and organic substances are

needed. In this document, ecotoxicological testing is meant to include also genotoxicological testing.

NOTE 4 Granular solid waste materials with a low hydraulic conductivity that can cause detrimental pressure

build-up are not supposed to be subjected to this test.

NOTE 5 This procedure is generally not applicable to solids that are easily biologically degradable and solids

reacting with the leachant, leading to, for example, excessive gas emission or excessive heat release, impermeable

hydraulically bound solids or solids that swell in contact with water.

Granular solid waste materials without potential for beneficial use are excluded from the scope.

NOTE 6 Granular solid waste materials without potential for beneficial use can be materials with gas generation

or biodegradation during a potential reuse scenario.

This test is applicable to types of granular solid waste of which the general long-term leaching behaviour

is known based on previous investigations.

(3) In this document the same test conditions as for FprEN 16637-3 (CEN/TC 351/WG 1) are applied in

order to allow full comparability of testing construction products and waste derived construction

products to avoid double testing. The FprEN 16637-3 test results are eligible in the context of testing

granular solids with potential for use as construction material as well.

NOTE 7 If a leaching test according to FprEN 16637-3 has been performed, additional prEN 17516 testing does

not need to be carried out.
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oSIST prEN 17516:2022
prEN 17516:2022 (E)
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 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size

distribution — Sieving method

EN 15934, Sludge, treated biowaste, soil and waste — Calculation of dry matter fraction after

determination of dry residue or water content

FprEN 16637-3, Construction products: Assessment of release of dangerous substances — Part 3:

Horizontal up-flow percolation test

EN 14405, Characterization of waste — Leaching behaviour tests — Up-flow percolation test (under

specified conditions)

EN ISO 5667-3, Water quality — Sampling — Part 3: Preservation and handling of water samples

(ISO 5667-3)
3 Terms and definitions
For the purposes of this document, the following terms and definitions 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
eluate
solution obtained from a leaching test
[SOURCE: EN 16687:2015 [7], 4.2.7]
3.2
granular solid waste

waste composed of solid particles with a particle size smaller than a specified size or grading

3.3
laboratory sample
sample or sub-sample(s) sent to or received by the laboratory

Note 1 to entry: When the laboratory sample is further prepared by subdividing, cutting, sawing, coring, drying,

grinding, mixing, curing or by combinations of these operations, the result is the test sample. When no preparation

of the laboratory sample is required, the laboratory sample is the test sample. A test portion is removed from the

test sample for the performance of the test or for analysis.

Note 2 to entry: The laboratory sample is the final sample from the point of view of sample collection but it is the

initial sample from the point of view of the laboratory.
[SOURCE: EN 16687:2015 [7], 3.2.1]
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oSIST prEN 17516:2022
prEN 17516:2022 (E)
3.4
leachant

liquid that is brought into contact with the test portion in the leaching procedure

Note 1 to entry: Usually, demineralized water is used as leachant for laboratory leaching tests.

[SOURCE: EN 16687:2015 [7], 4.2.6]
3.5
leaching behaviour

release and change with time in release from a granular solid waste in contact with a leachant as a

function of major release controlling factors
Note 1 to entry: Such factors are diffusion, pH, L/S ratio or time.
[SOURCE: EN 16687:2015 [7], 4.2.9 (edited to refer to granular waste)]
3.6
liquid to solid ratio
L/S

ratio between the total volume of liquid (L) percolated through the granular solid waste and of granular

solid waste (S) packed into the column
Note 1 to entry: L/S is expressed in l/kg dry matter.
[SOURCE: EN 16687:2015 [7], 4.2.13(edited to refer to granular waste)]
3.7
local equilibrium

situation where chemical equilibrium exists between a substance in solution and the same substance in

the solid phase at any point in the column

Note 1 to entry: Even when local equilibrium exists at all points along the column the equilibrium concentrations

may be different at different points.
[SOURCE: EN 16687:2015 [7], 4.2.14]
3.8
percolation test
column test

release test method to determine the release of substances from a granular solid waste packed in a

column with a leachant percolating through it
[SOURCE: EN 16687:2015 [7], 4.2.4(edited to refer to granular waste)]
3.9
release
emission

liberation of chemical substances (e.g. non-volatile organic compounds, heavy metals, salts) from a

granular solid waste into soil, surface water or groundwater into the leachant of a test facility

Note 1 to entry: Release to soil, surface and groundwater is expressed in terms of mass related release (e.g. mg/kg).

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Note 2 to entry: The terms “emission” and “release” have fundamentally the same meaning. However, it is often a

tradition to use the term “emission” when describing liberation of chemical substances or radiation into air and to

use the term “release” when describing the liberation of chemical substances into soil or water.

[SOURCE: EN 16687:2015 [7], 4.2.15 (edited to refer to granular waste)]
3.10
release mechanism

physical-chemical processes that control the release of substances from a granular solid waste into a

leachant

Note 1 to entry: In case of granular solid waste the main release mechanisms are washout a

...

SLOVENSKI STANDARD
oSIST prEN 17516:2020
01-julij-2020

Karakterizacija granuliranih trdnih snovi (granulatov), ki se lahko uporabljajo kot

gradbeni material - Preskus skladnosti izluževanja - Preskus precejanja v koloni s

tokom navzgor

Characterization of granular solids with potential for use as construction material -

Compliance leaching test - Up-flow percolation test
Charakterisierung von granularen Feststoffen mit Verwertungspotential als
Ersatzbaustoff - Übereinstimmungsuntersuchung des Elutionsverhaltens -
Perkolationsprüfung im Aufwärtsstrom

Caractérisation des soudes granulées avec un potential d'utilisation comme matériau de

construction - Essai de comportement à la lixiviation - Essai de percolation d'un flux

ascendant
Ta slovenski standard je istoveten z: prEN 17516
ICS:
91.100.01 Gradbeni materiali na Construction materials in
splošno general
oSIST prEN 17516:2020 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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oSIST prEN 17516:2020
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oSIST prEN 17516:2020
DRAFT
EUROPEAN STANDARD
prEN 17516
NORME EUROPÉENNE
EUROPÄISCHE NORM
June 2020
ICS 91.100.01
English Version
Characterization of granular solids with potential for use
as construction material - Compliance leaching test - Up-
flow percolation test

Caractérisation des soudes granulées avec un potential Charakterisierung von granularen Feststoffen mit

d'utilisation comme matériau de construction - Essai Verwertungspotential als Ersatzbaustoff -

de comportement à la lixiviation - Essai de percolation Übereinstimmungsuntersuchung des

d'un flux ascendant Elutionsverhaltens - Perkolationsprüfung im
Aufwärtsstrom

This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee

CEN/TC 444.

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, Turkey 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

© 2020 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 17516:2020 E

worldwide for CEN national Members.
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Contents Page

European foreword ....................................................................................................................................................... 4

Introduction .................................................................................................................................................................... 5

1 Scope .................................................................................................................................................................... 6

2 Normative references .................................................................................................................................... 7

3 Terms and definitions ................................................................................................................................... 7

4 Symbols and abbreviations ...................................................................................................................... 10

4.1 Symbols ............................................................................................................................................................ 10

4.2 Abbreviations ................................................................................................................................................ 10

5 Principle .......................................................................................................................................................... 11

6 Reagents .......................................................................................................................................................... 11

6.1 Leachant .......................................................................................................................................................... 11

6.2 Rinsing solutions .......................................................................................................................................... 11

6.3 Organic solvent ............................................................................................................................................. 11

7 Equipment ...................................................................................................................................................... 12

8 Sample preparation ..................................................................................................................................... 13

8.1 General ............................................................................................................................................................. 13

8.2 Preparation of the test sample ................................................................................................................ 14

8.2.1 Principles ........................................................................................................................................................ 14

8.2.2 Rules of application ..................................................................................................................................... 14

8.3 Test portion .................................................................................................................................................... 15

8.4 Drying ............................................................................................................................................................... 15

8.5 Subsampling ................................................................................................................................................... 15

8.6 Sieving of samples into fractions ............................................................................................................ 15

8.7 Size reduction of particles ........................................................................................................................ 16

9 Test procedure .............................................................................................................................................. 16

9.1 Temperature .................................................................................................................................................. 16

9.2 Determination of dry residue .................................................................................................................. 16

9.3 Pre-treatment of the column.................................................................................................................... 16

9.4 Packing of the column ................................................................................................................................ 17

9.5 Start of the test .............................................................................................................................................. 17

9.5.1 Equilibration .................................................................................................................................................. 17

9.5.2 Calculation of the flow rate ....................................................................................................................... 17

9.6 Collection of eluates .................................................................................................................................... 17

9.7 Further preparation of the eluates for analysis ................................................................................ 20

9.8 Blank test ........................................................................................................................................................ 20

10 Evaluation of measurement results ...................................................................................................... 20

10.1 Expression of results in concentrations............................................................................................... 20

10.2 Expression of results in terms of mass related release .................................................................. 21

11 Documentation and test report............................................................................................................... 21

12 Test performance ......................................................................................................................................... 23

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Annex A (informative) Examples for sample preparation procedure .................................................... 24

A.1 General ............................................................................................................................................................. 24

A.2 Example 1 ........................................................................................................................................................ 24

A.3 Example 2 ........................................................................................................................................................ 25

Annex B (informative) Illustration of the column and accompanying equipment ............................ 27

Annex C (normative) Procedures for packing and saturation of the column ...................................... 28

C.1 General ............................................................................................................................................................. 28

C.2 Column filling and packing ........................................................................................................................ 28

C.3 Procedure for packing ................................................................................................................................ 28

C.4 Water saturation ........................................................................................................................................... 29

Annex D (informative) Assessment of release mechanism(s) ................................................................... 31

D.1 Overview of release mechanisms ........................................................................................................... 31

D.2 Overview of release mechanisms ........................................................................................................... 32

D.3 Overview of release mechanisms ........................................................................................................... 36

D.4 Examples .......................................................................................................................................................... 37

Bibliography ................................................................................................................................................................. 53

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European foreword

This document (prEN 17516:2020) has been prepared by Technical Committee CEN/TC 444

“Environmental characterization of solid matrices”, the secretariat of which is held by NEN.

This document is currently submitted to the CEN Enquiry.

This document has been prepared under a mandate given to CEN by the European Commission and the

European Free Trade Association.

This document specifies an up-flow percolation test to determine the leaching behaviour of granular

solid waste with potential for beneficial use as a construction product under standardized percolation

conditions. The test is equal to the horizontal up-flow percolation test for construction products

(CEN/TS 16637-3:2016), which in turn was elaborated based on the up-flow percolation test for

characterization of waste (CEN/TS 14405). The reason for implementing this Technical Specification is

to provide a method which is in line with the investigation of the leaching behaviour of granular waste

as well as granular construction products, particularly to avoid double testing of waste-derived

aggregates that can have potential as construction products.

NOTE Granular solid waste materials are subjected to the Waste Frame Directive (2008/98/EC) where the

release of dangerous substances of granular waste is measured according to EN 14405, while construction

products derived from the same waste are subjected to the Construction Products Regulation (305/2011) where

the release of dangerous substances is measured according to CEN/TS 16637-3.

Background information on characterization of leaching behaviour of construction products can be

found in Technical Reports provided by CEN/TC 351 (i.e. CEN/TR 16098).
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Introduction

The implementation of a Circular Economy has a high priority on the agenda of the European

Commission. To fulfil the needs of a Circular Economy granular solid waste should be used as

construction product as much as possible, thus diminishing the amount of landfilling to a minimum and

saving natural resources.

The release of dangerous substances upon contact with water results in a potential risk to the

environment during the intended utilization of waste materials as construction products. The intent of

this document together with EN 14405 or EN 12457-series is to identify the leaching behaviour of

granular solid waste with potential for beneficial use as a construction product and thereby allow

assessments of the release of regulated dangerous substances to soil, surface water and groundwater

under intended use conditions in relation to CE marking of construction products derived from waste.

This document describes an up-flow percolation test for granular solid waste with potential for

beneficial use as a construction product. It has been elaborated to avoid double testing, i.e. to assess the

compliance with both waste and construction products regulations in one run. This test addresses

granular solid waste with existing knowledge on long-term leaching behaviour in waste management

scenarios obtained, i.e. using the basic characterization test EN 14405. The specified methods under

Clause 5 to 11 (Principle, Reagents, Equipment, Sample preparation, Test procedure, Evaluation of

measurement results as well as Documentation and test report) are identical to the corresponding

Clauses of CEN/TS 16637-3 (Horizontal up-flow percolation test), with the exception that the term

“construction product” has been changed to “solid waste”.

In different European countries, tests have been developed to characterize and assess dangerous

substances that can be leached from solid matrices (e.g. construction products, contaminated soils, solid

waste materials). The intent of these tests is to identify the leaching behaviour of these materials. The

complexity of the leaching process makes simplifications necessary. All relevant aspects of leaching

behaviour cannot be addressed in one single standard. The test hierarchy for waste is described in the

1 2

Landfill Directive and the Decision on Annex II of this Directive for the disposal of waste, while

guidance on the appropriate leaching test for determining the leaching of dangerous substances from

construction products is specified in CEN/TS 16637-1.

The test procedure described in this document should be regarded as a compliance test to be used to

verify compliance to regulatory limit values. Column percolation tests according to EN 14405 should be

applied for basic characterization of granular solid waste.

NOTE Basic characterization constitutes a full characterization of the waste by gathering all the

necessary information for a safe management of the waste in the short and long term. Basic

characterization can provide general information on the waste (i.e. type and origin, composition,

consistency, leachability, etc.), information for understanding the behaviour of waste in the considered

management scenario, comparison of waste properties against limit values, and detection of key

variables (critical parameters as liquid/solid (L/S) ratios, leachant composition, factors controlling

leachability such as pH, redox potential, complexing capacity and physical parameters) for compliance

testing and options for simplification of compliance testing.
Council Directive 1999/31/EC of 26 April 1999 on the landfill of waste.
Council Decision 2003/33/EC of 19 December 2002.
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1 Scope

This document specifies an up-flow percolation test (PT) which is applicable to determine the leaching

behaviour of inorganic and non-volatile organic substances from granular solid waste materials with

potential for beneficial use as construction products. The test is not suitable for substances that are

volatile under ambient conditions. The granular solid waste is subjected to percolation with water as a

function of liquid to solid ratio under specified percolation conditions. The method is a once-through

column leaching test.

NOTE 1 Volatile organic substances include the low molecular weight substances in mixtures such as mineral

oil.

NOTE 2 It is not always possible to adjust test conditions simultaneously for inorganic and organic substances

and test conditions can also vary between different groups of organic substances. Test conditions for organic

substances are generally more stringent than those for inorganic substances. The test conditions are described in

a way that they fit for testing of organic substances and are also applicable to inorganic substances depending on

the set-up.

Granular solid waste without potential for beneficial use is excluded from the scope.

NOTE 3 Granular solid waste materials without potential for beneficial use can be materials with gas

generation or biodegradation during a potential reuse scenario.

NOTE 4 This procedure is generally not applicable to solids that are easily biologically degradable and solids

reacting with the leachant, leading to, for example, excessive gas emission or excessive heat release, impermeable

hydraulically bound solids or solids that swell in contact with water.

This test is applicable to types of granular solid waste of which the general long-term leaching

behaviour is known based on previous investigations.

This up-flow percolation test is performed under specified test conditions, which are equal to the test

conditions given in CEN/TS 16637-3 (for granular construction products). It does not necessarily

produce results that mimic specific intended use conditions. This test method produces eluates, which

can subsequently be characterized by physical, chemical and ecotoxicological methods according to

existing standard methods. The results of eluate analysis are presented as a function of the liquid/solid

ratio.

NOTE 5 For ecotoxicity testing, eluates representing the release of both inorganic and organic substances are

needed. In this document, ecotoxicological testing is meant to include also genotoxicological testing.

Identical test conditions as for CEN/TS 16637-3 are applied in this test in order to allow full

comparability for verifying compliance to regulatory limit values of construction products and waste-

derived construction products and to avoid double testing. Due to this prerequisite it is accepted that,

once CEN/TS 16637-3 is carried out under the legislative context of testing construction products and

the granular solid material is rejected as a construction product so that it remains waste, the test results

are eligible in the context of testing waste materials as well and that prEN 17516 does not need to be

carried out again.

Granular solids that exhibit a saturated hydraulic conductivity of about 10 m/s or higher can usually

be subjected to this test. This procedure is also applicable to granular solid waste showing solidification

in the column, if the final hydraulic conductivity is within the specified range.

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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 933-1, Tests for geometrical properties of aggregates - Part 1: Determination of particle size

distribution - Sieving method

EN 14899, Characterization of waste - Sampling of waste materials - Framework for the preparation and

application of a Sampling Plan

EN 15934, Sludge, treated biowaste, soil and waste - Calculation of dry matter fraction after

determination of dry residue or water content
CEN/TR 16192, Waste - Guidance on analysis of eluates

EN ISO 3696, Water for analytical laboratory use - Specification and test methods (ISO 3696)

EN ISO 5667-3, Water quality - Sampling - Part 3: Preservation and handling of water samples (ISO 5667-

3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.

ISO and IEC maintain terminological databases for use in standardization at the following addresses:

• ISO Online browsing platform: available at https://www.iso.org/obp/ui
• IEC Electropedia: available at http://www.electropedia.org/
3.1
dry residue
remaining mass fraction of a sample after a drying process at 105 °C
[SOURCE: EN 14346:2006]
3.2
eluate
solution obtained from a leaching test
[SOURCE: EN 16687:2015]
3.3
granular solid waste

waste composed of solid particles with a particle size smaller than a specified size or grading

3.4
laboratory sample
sample or sub-sample(s) sent to or received by the laboratory
[SOURCE: IUPAC 1990, 2.5.5]
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Note 1 to entry: When the laboratory sample is further prepared by subdividing, cutting, sawing, coring, mixing,

drying, crushing, and curing or by combinations of these operations, the result is the test sample. When no

preparation of the laboratory sample is required, the laboratory sample is the test sample. A test portion is

removed from the test sample for the performance of the test/analysis or for the preparation of the test specimen.

Note 2 to entry: The laboratory sample is the final sample from the point of view of sample collection but it is

the initial sample from the point of view of the laboratory.
3.5
leachant

liquid that is brought into contact with the test portion in the leaching procedure

Note 1 to entry: Usually, demineralized water is used as leachant for laboratory leaching tests.

[SOURCE: EN 16687:2015]
3.6
leaching behaviour

release and change with time in release from a solid product in contact with a leachant as a function of

major release controlling factors
Note 1 to entry: Such factors are diffusion, pH, L/S-ratio or time.
[SOURCE: EN 16687:2015]
3.7
liquid to solid-ratio
L/S

ratio between the total volume of liquid (L) percolated through the solid product and of solid product

(S) packed into the column
Note 1 to entry: L/S is expressed in l/kg dry matter.
[SOURCE: EN 16687:2015]
3.8
local equilibrium

situation where chemical equilibrium exists between a substance in solution and the same substance in

the solid phase at any point in the column
[SOURCE: EN 16687:2015]
3.9
percolation test
column test

release test method to determine the release of substances from a granular solid waste packed in a

column with a leachant percolating through it
[SOURCE: EN 16687:2015]
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3.10
release
emission

liberation of chemical substances (e.g. non-volatile organic compounds, heavy metals, salts)

from granular solid waste into soil, surface water or groundwater into the leachant of a test facility

Note 1 to entry: Release to soil and groundwater is expressed in terms of mass related release (e.g. mg/kg).

[SOURCE: EN 16687:2015]
3.11
release mechanism

physico-chemical processes that control the release of substances from solids into a leachant

Note 1 to entry: In case of solids the main release mechanisms are washout and solubility control. Diffusion and

additional factors like pH or DOC also have influence on the mechanism of the release.

Note 2 to entry: The release mechanism for every substance can be determined using the results of the release

test (tank leaching test, percolation test). Determination of the release mechanism is relevant for modelling of the

source term and so for determination of the effects on soil and water over a time period.

[SOURCE: EN 16687:2015]
3.12
sample
portion of material selected from a larger quantity of material
[SOURCE: IUPAC 1990, 2.1.1]

Note 1 to entry: The manner of selection of the sample should be prescribed in a sampling plan (3.13).

Note 2 to entry: The term “sample” is often accompanied by a prefix (e.g. laboratory sample, test sample)

specifying the type of sample and/or the specific step in the sampling process to which the obtained material

relates.
3.13
sampling plan

predetermined procedure for the selection, withdrawal, on-site pre-treatment, preservation and

transportation of samples to be removed from a population
[SOURCE: EN 16687:2015]
3.14
test portion

amount of the test sample (3.15) taken for testing/analysis purposes, usually of known weight or

volume
[SOURCE: IUPAC 1990, 2.5.7]
3.15
test sample

sample, prepared from the laboratory sample (3.4), from which test portions (3.14) are removed for

testing or for analysis
[SOURCE: IUPAC 1990, 2.5.6]
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4 Symbols and abbreviations
4.1 Symbols
For the purposes of this document, the following symbols apply.
D sieve diameter 31,5 mm, 45 mm or 63 mm
max

E released quantity of a substance per quantity of sample for analysis in eluate fraction i,

expressed in milligrams per kilogram dry matter (mg/kg dry matter)

S sieve diameter for test sample preparation (crushing) to reduce the amount of oversized

product to fit the inner column diameter

U measured cumulative release of a substance for cumulative L/S-ratio n including fraction i = 1

to n, expressed in milligrams per kilogram dry matter (mg/kg dry matter)
V volume of the eluate fraction i, expressed in litres (l)

V linear velocity of the leachant through the empty column, expressed in millimetres per day

(mm/d)
c concentration of the substance concerned in the eluate fraction i
d inner diameter of the column, expressed in millimetres (mm)
h packing height of the column, expressed in millimetres (mm)
m dry mass of the test portion, expressed in grams (g)
m mass of the undried test portion, expressed in grams (g)
t execution time of the test, expressed in days (d)
w dry residue of the granular solid waste, expressed as percentage (%)
Φ leachant flow rate, expressed in millilitres per hour (in ml/h)
4.2 Abbreviations
For the purposes of this document, the following abbreviations apply.
DOC dissolved organic carbon
EC electrical conductivity
ETFE ethylene tetrafluoroethylene
FEP fluorinated ethylene propylene
GLHC test method for granular products with low hydraulic conductivity
HDPE high-density polyethylene
PAH polycyclic aromatic hydrocarbon
PCTFE polychlortrifluorethylene
PTFE polytetrafluorethylene
TPH total petroleum hydrocarbons
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5 Principle
The percolation test described in this document starts with the r
...

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