EN 12620:2002
(Main)Aggregates for concrete
Aggregates for concrete
This European Standard specifies requirements for normal and heavy weight natural aggregates, artificial aggregates and recycled aggregates and mixtures of these aggregates for use in concrete. It covers aggregates for all concrete, including concrete in conformity with prEN 206-1 and concrete used in roads and other pavements and for use in precast concrete products. It also specifies requirements for evaluation of conformity and a quality control system for use in factory production control.
Gesteinskörnungen für Beton
Diese Europäische Norm legt Anforderungen für normale und schwere natürliche, künstliche oder recycelte Gesteinskörnungen und Mischungen daraus für die Verwendung als Betonzuschlag fest. Eingeschlossen sind Gesteinskörnungen für alle Betonarten, einschließlich Beton nach prEN 206-1, und Beton zur Verwendung in Straßen und anderen Deckschichten und für die Verwendung in Betonfertigteilen. Sie legt auch Anforderungen für den Konformitätsnachweis und ein System zur Qualitätssicherung zur Anwendung in der werkseigenen Produktionskontrolle fest.
Granulats pour bétons
La présente norme européenne spécifie les caractéristiques des granulats naturels, courants et lourds, des granulats artificiels, des granulats recyclés et des mélanges de ces granulats qui sont utilisés dans la fabrication du béton. Elle s'applique aux granulats pour tous bétons, y compris les bétons conformes au prEN 206-1 et aux bétons utilisés dans la fabrication des routes et chaussées ainsi qu'aux granulats entrant dans la composition des produits préfabriqués en béton.
Agregati za beton
General Information
- Status
- Withdrawn
- Publication Date
- 17-Sep-2002
- Withdrawal Date
- 08-Apr-2008
- Technical Committee
- CEN/TC 154 - Aggregates
- Current Stage
- 9960 - Withdrawal effective - Withdrawal
- Start Date
- 09-Apr-2008
- Completion Date
- 09-Apr-2008
- Directive
- 89/106/EEC - Construction products
- Ref Project
SIST EN 12620:2002 - Aggregates for concrete
Relations
- Effective Date
- 19-Jan-2023
- Effective Date
- 22-Dec-2008
- Corrected By
EN 12620:2002/AC:2004 - Aggregates for concrete - Effective Date
- 22-Dec-2008
- Effective Date
- 22-Dec-2008
Frequently Asked Questions
EN 12620:2002 is a standard published by the European Committee for Standardization (CEN). Its full title is "Aggregates for concrete". This standard covers: This European Standard specifies requirements for normal and heavy weight natural aggregates, artificial aggregates and recycled aggregates and mixtures of these aggregates for use in concrete. It covers aggregates for all concrete, including concrete in conformity with prEN 206-1 and concrete used in roads and other pavements and for use in precast concrete products. It also specifies requirements for evaluation of conformity and a quality control system for use in factory production control.
This European Standard specifies requirements for normal and heavy weight natural aggregates, artificial aggregates and recycled aggregates and mixtures of these aggregates for use in concrete. It covers aggregates for all concrete, including concrete in conformity with prEN 206-1 and concrete used in roads and other pavements and for use in precast concrete products. It also specifies requirements for evaluation of conformity and a quality control system for use in factory production control.
EN 12620:2002 is classified under the following ICS (International Classification for Standards) categories: 91.100.15 - Mineral materials and products; 91.100.30 - Concrete and concrete products. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 12620:2002 has the following relationships with other standards: It is inter standard links to EN 12620:2002+A1:2008, EN 12620:2002/prA1, EN 12620:2002/AC:2004, EN 12620:2013. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 12620:2002 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC; Standardization Mandates: M/125. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Aggregates for concreteAgregati za betonGranulats pour bétonsGesteinskörnungen für Beton91.100.30Beton in betonski izdelkiConcrete and concrete products91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:SIST EN 12620:2002enTa slovenski standard je istoveten z:EN 12620:200201-december-2002SIST EN 12620:2002SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 12620September 2002ICS 91.100.15; 91.100.30English versionAggregates for concreteGranulats pour bétonsGesteinskörnungen für BetonThis European Standard was approved by CEN on 1 August 2002.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the 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 translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 12620:2002 E
Illustration of grading requirements for most commonly used sizes for gradedcoarse aggregates.20Annex B (informative)
Guidance on the description of coarseness/fineness of fine aggregates.22Annex C (normative)
Reduced grading tolerances on producer’s declared typical grading for fineaggregate.23Annex D (normative)
Assessment of fines.24Annex E (informative)
Guidance on the use of aggregates in concrete.25Annex F (informative)
Notes for guidance on the freezing and thawing resistance of aggregates.26Annex G (informative)
Guidance on the effects of some chemical constituents of aggregates on thedurability of concrete in which they are incorporated.28Annex H (normative)
Factory production control.30Annex ZA (informative)
Clauses of this European Standard addressing essential requirements orother provisions of EU Directives.37Bibliography.47
It covers aggregateshaving an oven dried particle density greater than 2,00 Mg/m3 (2 000 kg/m3) for all concrete, including concrete inconformity with EN 206-1 and concrete used in roads and other pavements and for use in precast concrete products.It also specifies that a quality control system is in place for use in factory production control and it provides for theevaluation of conformity of the products to this European Standard.This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filleraggregates for concrete.NOTE 1The requirements in this European Standard are based upon experience with aggregate types with an establishedpattern of use.
Care should be taken when considering the use of aggregates from sources with no such pattern of use, e.g.,recycled aggregates and aggregates arising from certain industrial by-products.
Such aggregates, which should comply with allthe requirements of this European Standard, could have other characteristics not included in Mandate M 125 that do not applyto the generality of aggregates types with an established pattern of use and when required, provisions valid at the place of usecan be used to assess their suitability.NOTE 2Properties for lightweight aggregates are specified in prEN 13055-1:1997.2 Normative referencesThis European Standard incorporates by dated or undated reference, provisions from other publications.
Thesenormative references are cited at the appropriate places in the text, and the publications are listed hereafter.
Fordated references, subsequent amendments to or revisions of any of these publications apply to this EuropeanStandard only when incorporated in it by amendment or revision.
For undated references, the latest edition of thepublication referred to applies (including amendments).EN 196-21:1989, Methods of testing cement — Part 21: Determination of the chloride, carbon dioxide and alkalicontent of cement.EN 932-3, Tests for general properties of aggregates — Part 3: Procedure and terminology for simplified petrographicdescription.EN 932-5, Tests for general properties of aggregates — Part 5: Common equipment and calibration.EN 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size distribution - Sievingmethod.EN 933-3, Tests for geometrical properties of aggregates — Part 3: Determination of particle shape —Flakiness index.EN 933-4, Tests for geometrical properties of aggregates — Part 4: Determination of particle shape — Shape index.EN 933-7, Tests for geometrical properties of aggregates — Part 7: Determination of shell content — Percentage ofshells in coarse aggregates.EN 933-8, Tests for geometrical properties of aggregates — Part 8: Assessment of fines — Sand equivalent test.EN 933-9, Tests for geometrical properties of aggregates — Part 9: Assessment of fines — Methylene blue test.EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of fillers (air jetsieving).EN 1097-1, Tests for mechanical and physical properties of aggregates — Part 1: Determination of the resistance towear (micro-Deval).
When required, the tests specified in clause 4 shall becarried out to determine appropriate geometrical properties.NOTE 1When the value of a property is required but not defined by specified limits the value should be declared by theproducer as an XXDeclared category, e.g., in Table 8 a value of say 55 for the flakiness index corresponds to FI55 (Declared value).NOTE 2When a property is not required, a “No requirement” category can be used.NOTE 3Guidance on selection of approriate categories for specific applications can be found in national provisions in theplace of use of the aggregate.
A combination of sizes from set 1 and set 2 is not permissible.Aggregate sizes shall have D/d not less than 1,4.Table 1 — Sieve sizes for specifying aggregate sizesBasic setmmBasic set plus set 1mmBasic set plus set 2mm0124––8––––16––31,5 (32)––6301245,6 (5)–8–11,2 (11)––16–22,4 (22)31,5 (32)–45630124–6,3 (6)810–12,5 (12)141620–31,5 (32)40–63NOTE
Rounded sizes shown in parentheses can be used as simplified descriptions ofaggregate sizes.4.3 Grading4.3.1 GeneralThe grading of the aggregate, when determined in accordance with EN 933-1, shall comply with the requirements of4.3.1 to 4.3.6 as appropriate to its aggregate size d/D.NOTEWhen aggregates of significantly different density are blended caution is necessary to avoid segregation.When assessing aggregates within a system of factory production control at least 90 % of gradings, taken ondifferent batches within a maximum period of 6 months, shall fall within the limits specified in 4.3.2 to 4.3.6 fortolerances on producers’ declared typical gradings.
2 or D
11,2 mm10010098 to 10098 to 10085 to 9980 to 990 to 200 to 200 to 50 to 5GC85/20GC80/20D/d > 2 and D > 11,2 mm10098 to 10090 to 990 to 150 to 5GC90/15FineD
4 mm and d = 010095 to 10085 to 99––GF85Naturalgraded 0/8D = 8 mm and d = 010098 to 10090 to 99––GNG90All-inD
45 mm and d = 010010098 to 10098 to 10090 to 9985 to 99––GA90GA85a
Where the sieves calculated are not exact sieve numbers in the ISO 565:1990 R 20 series then the next
nearest sieve size shall be adopted.b
For gap graded concrete or other special uses additional requirements may be specified.c
The percentage passing D may be greater than 99 % by mass but in such cases the producer shall
document and declare the typical grading including the sieves D, d, d/2 and sieves in the basic set plus set
1 or basic set plus set 2 intermediate between d and D.
Sieves with a ratio less than 1,4 times the next
lower sieve may be excluded.d
Other aggregate product standards have different requirements for categories.For graded coarse aggregates where:a) D > 11,2 mm and D/d > 2; orb) D
11,2 mm and D/d
> 4,the following additional requirements (i) and (ii) shall apply for the percentage passing the mid-size sieve:i) all gradings shall comply with the overall limits given in Table 3;ii) the producer shall document and, on request, declare the typical grading passing the mid-size sieve and
tolerances selected from the categories in Table 3.
± 17,5
GT17,5Where the mid-size sieve calculated as above is not an exact sieve size in the ISO 565:1990/R20series then the nearest sieve in the series shall be used.NOTE
Overall limits and tolerances for the most common product sizes are illustrated in annex A.For single size coarse aggregates where:a) D > 11,2 mm and D/d
2; orb) D
11,2 mm and D/d
4,there shall be no requirements additional to those specified in Table 2.4.3.3 Fine aggregateFine aggregates shall comply with the general grading requirements specified in Table 2 appropriate to their uppersieve size D.The following additional requirements shall be applied to control the variability of the fine aggregate.The producer shall document and, on request, declare the typical grading for each fine aggregate size produced.Typical grading is expressed as the percentage by mass of aggregate passing through the sieve sizes specified inTable 4.NOTERecommendations for the classification of coarseness of the fine aggregate are given in annex B (Tables B.1and B.2)Fine aggregates in regular satisfactory use for most applications shall comply with the requirements specified inTable 4.
When specified for special uses and cases where the variability of grading is reduced, the gradingtolerances shall be applied in accordance with annex C.Table 4 — Tolerances on producer's declared typical grading for general use fine aggregatesSieve sizeTolerances in percentages passing by massmm0/40/20/14± 5 a––2–± 5 a–1± 20± 20± 5 a0,250± 20± 25± 250,063 b± 3± 5± 5a
Tolerances of ± 5 are further limited by the requirements for the
percentage passing D in Table 2.b
In addition to the tolerances stated the maximum value of the fines
content for the category selected from Table 11 applies for
the percentage passing the 0,063 mm sieve.
± 10
± 10
± 10± 3± 24.3.5 All-in aggregateAll-in aggregate shall be supplied as a mixture of coarse and fine aggregate with D
45 mm and d = 0 and shallcomply with the general grading requirements for the category selected from Table 2.All-in aggregates shall also comply with the requirements for the percentage passing the two intermediate sievesspecified in Table 6 appropriate to their aggregate size.Table 6 — Grading requirements for all-in aggregatesAggregate sizemmOverall limits of the sievesindicated below(Percentage passing by mass)40 ± 2070 ± 20Basic set plus set 1Basic set plus set 2For the sievemm-0/8-0/11,2 (11)--0/16-0/22,4 (22)0/31,5 (32)-0/450/6,30/80/10-0/12,5 (12)0/140/160/20-0/31,5 (32)0/40-1112222224444445,6 (5)6,3 (6)881011,2 (11)162022,4 (22)NOTE
Figures in parentheses can be used to provide simplified descriptions of aggregatesizes.
90 % of
the results shall be within this range, but all the results shall be within the overall grading
range (see column 2 above).4.3.7 Special use aggregateWhen special aggregate gradings are required for a particular end use of the concrete, special grading envelopesshall be defined using the R 20 series of sieves specified in ISO 565:1990 and incorporating the appropriate sievesfrom 0,063 mm; 0,125 mm; 0,250 mm; 0,500 mm; 1 mm; 2 mm; 4 mm; 8 mm; 16 mm; 31,5 mm and 63 mm.4.4 Shape of coarse aggregateWhen required the shape of coarse aggregates shall be determined in terms of the flakiness index, as specified inEN 933-3.
The flakiness index shall be the reference test for the determination of the shape of coarse aggregates.The flakiness index shall be declared in accordance with the relevant category specified in Table 8 according to theparticular application or end use.Table 8 — Categories for maximum values of flakiness indexFlakiness IndexCategoryFI 15 20 35 50> 50FI15FI20FI35FI50
FIDeclaredNo requirementFINRWhere required, the shape index determined in accordance with EN 933-4, shall be declared in accordance withthe relevant category specified in Table 9 according to the particular application or end use.Table 9 — Categories for maximum values of shape indexShape IndexCategorySI 15 20 40 55> 55SI15SI20SI40SI55
SIDeclaredNo requirementSINR
SCDeclaredNo requirement
SCNR4.6 Fines contentThe fines content, determined in accordance with EN 933-1, shall be declared in accordance with the relevantcategory specified in Table 11. The fines content of filler aggregate shall comply with the requirements of Table 7.Table 11 — Categories for maximum values of fines contentAggregate0,063 mm sievePercentage passing bymassCategoryf
1,5 4> 4
f1,5f4
fDeclaredCoarse aggregateNo requirement
fNR 3
> 16f3 f10 f16
fDeclaredNatural graded 0/8 mmaggregateNo requirementfNR 3
> 11f3 f11
fDeclaredAll-in aggregateNo requirementfNR 3
> 22f3 f10 f16 f22
fDeclaredFine aggregateNo requirementfNR4.7 Fines qualityThe harmfulness of the fines in fine aggregate, including filler aggregate, shall be assessed in accordance withannex D.
When required, the tests specified in clause 5 shall becarried out to determine appropriate physical properties.NOTE 1When the value of a property is required but not defined by specified limits the value should be declared by theproducer as an XXDeclared category, e.g., in Table 12 a value of say 60 for the Los Angeles coefficient corresponds toLA60 (Declared value).NOTE 2When a property is not required, a “No requirement” category can be used.NOTE 3Guidance on selection of approriate categories for specific applications can be found in national provisions in theplace of use of the aggregate.5.2 Resistance to fragmentation of coarse aggregateWhen required the resistance to fragmentation shall be determined in terms of the Los Angeles coefficient, asspecified in EN 1097-2:1998, clause 5.
The Los Angeles test method shall be the reference test for thedetermination of resistance to fragmentation.
The Los Angeles coefficient shall be declared in accordance with therelevant category specified in Table 12 according to the particular application or end use.Table 12 — Categories for maximum values of Los Angeles coefficientsLos Angeles coefficientCategoryLA 15£ 20£ 25£ 30£ 35£ 40£ 50> 50LA15LA20LA25LA30LA35LA40LA50
LADeclaredNo requirementLANRWhere required, the impact value determined in accordance with EN 1097-2:1998, clause 6, shall be declared inaccordance with the relevant category specified in Table 13 according to the particular application or end use.
SZDeclaredNo requirementSZNR5.3 Resistance to wear of coarse aggregateWhen required the resistance to wear of coarse aggregate (micro-Deval coefficient, MDE) shall be determined inaccordance with EN 1097-1.
The micro-Deval coefficient shall be declared in accordance with the relevantcategory specified in Table 14 according to the particular application or end use.Table 14 — Categories for maximum values of resistance to wearmicro-Deval coefficientCategoryMDE 10 15 20 25 35> 35MDE10MDE15MDE20MDE25MDE35
MDEDeclaredNo requirementMDENR5.4 Resistance to polishing and abrasion of coarse aggregate to be used for surface courses5.4.1 Resistance to polishing (polished stone value - PSV)When required the resistance to polishing of coarse aggregate to be used for surface courses (polished stonevalue – PSV) shall be determined in accordance with EN 1097-8.The resistance to polishing shall be declared in accordance with the relevant category specified in Table 15.Table 15 — Categories for minimum values of resistance to polishingPolished stone valueCategoryPSVIntermediate values and those < 44PSV68PSV62PSV56PSV50PSV44
PSV DeclaredNo requirementPSVNR
AAVDeclaredNo requirementAAVNR5.4.2 Resistance to abrasion from studded tyresWhen required the resistance to abrasion from studded tyres (Nordic abrasion value - AN), shall be determined inaccordance with EN 1097-9.
Resistance to abrasion from studded tyres, shall be declared in accordance with therelevant category specified in Table 17.Table 17 — Categories for maximum values of resistance to abrasion from studded tyresNordic abrasion valueCategoryAN
7 10 14 19 30Intermediate values and those > 30AN7 AN10 AN14 AN19 AN30
ANDeclaredNo requirement ANNR5.5 Particle density and water absorptionWhen required the particle density and water absorption shall be determined in accordance with EN 1097-6 andthe results declared on request stating the means of determination and the calculations used.5.6 Bulk densityWhen required the bulk density shall be determined in accordance with EN 1097-3 and the results declared onrequest.
FDeclaredNo requirementFNRa In extreme situations of cold weather and/or salt or de-icing salt saturation,
then tests using a salt solution or urea as detailed in EN 1367-1:1999,
annex B, may be more appropriate. The limits in this table would not apply.Table 19 — Categories for maximum magnesium sulfate soundnessMagnesium sulfate valuePercentage loss of massCategoryMS 18 25 35> 35MS18MS25MS35
MSDeclaredNo requirementMSNR5.7.2 Volume stability - drying shrinkageWhere disruptive shrinkage cracking of concrete occurs due to the properties of the aggregate, the dryingshrinkage associated with aggregates to be used in structural concrete shall, when required, not exceed 0,075 %when tested in accordance with EN 1367-4 and the results declared.NOTEThis requirement does not apply to positions where drying out never occurs, mass concrete surfaced with airentrained concrete, or to structural elements symmetrically and heavily reinforced and not exposed to the weather.5.7.3 Alkali-silica reactivityWhen required the alkali-silica reactivity of aggregates shall be assessed in accordance with the provisions valid inthe place of use and the results declared.NOTEGuidance on the effects of alkali-silica reactivity, is given in annex G.
When required, the tests specified in clause 6 shall becarried out to determine appropriate chemical properties.NOTE 1When the value of a property is required but not defined by specified limits the value should be declared by theproducer as an XXDeclared category, e.g., in Table 20 a value of say 1,2 percent by mass for the acid-soluble sulfate content ofair-cooled blastfurnace slag corresponds to AS1,2 (Declared value).NOTE 2When a property is not required, a “No requirement” category can be used.NOTE 3Guidance on selection of appropriate categories for specific applications can be found in national provisions in theplace of use of the aggregate.NOTE 4Guidance on the effects of chemical constituents in aggregates, including alkali-silica reactivity and lightweightorganic contaminators related to the durability and surface properties of the concrete in which they are incorporated, is given inannex G.6.2 ChloridesWhen required the water-soluble chloride ion content of aggregates for concrete shall be determined in accordancewith EN 1744-1:1998, clause 7, and shall, on request, be declared by the producer.NOTEIf the water-soluble chloride ion content of the combined aggregate is known to be 0,01 % or lower (e.g. foraggregates extracted from most inland quarries) this value can be used in the calculation of the chloride content of concrete.6.3 Sulfur containing compounds6.3.1 Acid-soluble sulfateWhen required the acid-soluble sulfate content of the aggregates and filler aggregates for concrete determined inaccordance with EN 1744-1:1998, clause 12, shall be declared in accordance with the relevant category specifiedin Table 20.Table 20 — Categories for maximum values of acid-soluble sulfate contentAggregateAcid soluble sulfate contentPercentage by massCategoryAS 0,2 0,8> 0,8AS0,2AS0,8
ASDeclaredAggregates other than air-cooled blastfurnace slagNo requirementASNR 1,0> 1,0AS1,0
ASDeclaredAir-cooled blastfurnace slagNo requirementASNR6.3.2 Total sulfurWhen required the total sulfur content of the aggregates and filler aggregates, determined in accordance withEN 1744-1:1998, clause 11, shall not exceed:a) 2 % S by mass for air-cooled blastfurnace slag;
If the results indicate a high humus content, the presence of fulvo acids shall be determined inaccordance with EN 1744-1:1998, 15.2.
If the supernatant liquid in these tests is lighter than the standard coloursthe aggregates shall be considered to be free from organic matter.NOTE 1Some inorganic compounds which discolour the supernatant liquid in the humus content test do not adversely affectthe setting and hardening of concrete.NOTE 2Sugars do not affect the colour of the supernatant liquid in the humus content test or the fulvo acid test.
If it issuspected that sugars or sugar type materials are present, the aggregate should be tested using the mortar specimen test (seeEN 1744-1:1998, 15.3). The stiffening time and compressive strength requirements shown above should apply.When required the presence of lightweight organic contaminators shall be tested in accordance with EN 1744-1:1998,14.2 and the results declared.6.4.2 Constituents which affect the volume stability of air-cooled blastfurnace slag6.4.2.1Air-cooled blastfurnace slag aggregate shall be free from dicalcium silicate disintegration when tested inaccordance with EN 1744-1:1998, 19.1.6.4.2.2Air-cooled blastfurnace slag aggregate shall be free from iron disintegration when tested in accordancewith EN 1744-1:1998, 19.2.6.5 Carbonate content of fine aggregates for concrete pavement surface coursesWhen it is required to control the carbonate content in fine aggregates for use in concrete surface courses, thecarbonate content shall be determined as specified in EN 196-21:1989, clause 5, with the test portion beingprepared in accordance with EN 1744-1:1998, 12.3 and the results declared.7 Evaluation of conformity7.1 GeneralThe producer shall undertake initial type tests (see 7.2) and factory production control (see annex H) to ensure thatthe product conforms to this European Standard and to declared values as appropriate.7.2 Initial type testsInitial type tests relevant to the intended end use shall be carried out to check compliance with specifiedrequirements in the following circumstances:
properties of the aggregates.The results of the initial tests shall be documented as the starting point of the factory production control for thatmaterial.
This shall particularly include the identification of any components likely to emit radiation above normalbackground levels, any components likely to release polyaromatic carbons or other dangerous substances.
If thecontent of any of these components exceeds the limits in force according to the provisions valid in the place of useof the aggregate, the results of the initial tests shall be declared.7.3 Factory production controlThe producer shall have in place a system of factory production control that complies with the requirements ofannex H.The records held by the producer shall indicate what quality control procedures are in operation during theproduction of the aggregate.NOTEThe form of control applied to any aggregate depends upon its intended use and the regulations relating to that use.8 Designation8.1 Designation and descriptionAggregates shall be identified in the following terms:a) source and producer - if the material has been rehandled in a depot both source and depot shall be given;b)type of aggregate (see EN 932-3);c)aggregate size.8.2 Additional information for the description of an aggregateThe necessity for other information depends on the situation and end use, for example:a) a code to relate the designation to the description;b) any other additional information needed to identify the particular aggregate.NOTEThe purchaser should inform the producer at the time of order of any special requirements associated with aparticular end use and of requirements for extra information not covered in Table ZA.1a and Table ZA.1b.9 Marking and labellingThe delivery ticket shall contain at least the following information:a) designation;b) date of dispatch;c) serial number of the ticket;d) the number of this European Standard.NOTEFor CE marking and labelling see clause ZA.3 in annex ZA.
(Percentage passing by mass)RatioD/dSize/Mid size245,6811,21622,4OveralllimitsTolerances onproducer's declaredtypical gradingmmmmmmmmmmmmmmGT15GT17,52,8SizeMid-size2/5,6-4/11,2-5,6/1611,28/22,41611,2/31,522,416/4531,522,4/634525 to 70± 15-4,0SizeMid-size2/8-4/1685,6/22,411,28/31,51611,2/4522,416/6331,525 to 70-± 17,55,6SizeMid-size2/11,25,64/22,411,25,6/32168/4522,411,2/6331,525 to 70-± 17,58,0SizeMid-size2/1684/31,5165,6/4522,48/6331,525 to 70-± 17,511,2SizeMid-size2/22,411,24/4522,45,6/6331,525 to 70-± 17,5NOTE 1
The shaded box area indicates sizes not normally used.NOTE 2
When a dash is shown against the mid-size there is no mid-size sieve applicable.
The shaded box area indicates sizes not normally used.NOTE 2
When a dash is shown against the mid-size there is no mid-size sieve applicable.
fineaggregates.
Either of the tables, but not both, can be used for such descriptions.In Tables B.1 and B.2, coarse graded fine aggregates are denoted by the letter C, medium grading by M and finegrading by F.Additionally, when Table B.1 is selected, a P for percentage passing the 0,500 mm sieve is added after C, M or F(e.g. for medium grading MP).Similarly when Table B.2 is selected an F for fineness modulus is added after C, M or F (e.g. for fine grading FF).Table B.1 — Coarseness or fineness based on the percentage passing the 0,500 mm sievePercentage passing by massCPMPFP5 to 4530 to 7055 to 100Table B.2 — Coarseness or fineness based on the fineness modulusFineness modulusCFMFFF4,0 to 2,42,8 to 1,52,1 to 0,6Fineness modulus (FM) is used to check constancy.
Where additionally required the FM of a delivery should bewithin the limits of the declared FM ± 0,50 or other specified limit.NOTEFineness modulus (FM) is normally calculated as the sum of cumulative percentages by mass retained on thefollowing sieves (mm) expressed as a percentage i.e.100125025050124FM)},(),(),()()(){(>+>+>+>+>+>S=
See 4.3.3.
The limits and/or categories should be established from experience of existingrequirements of materials in local satisfactory use according to the provisions valid in the place of use of the aggregate.
Aggregates usually have a higher strength than concrete, and for combinations of aggregates and cementwith or without admixtures, which have a satisfactory service record, the normal control strengths obtained fromproduction concrete generally provide a sufficient guide to aggregate strength. However, if very high strengthconcrete is required the strength of the aggregate can need to be considered.E.1.2
A category LA15, LA20 or Impact SZ18 aggregate is generally only required in special cases (e.g. regionswhere studded tyres are in use or for special regional road finish requirements).E.1.3
A category LA30 or Impact SZ22 aggregate can be required for road pavements and floor finishes which aresubject to impact stresses.
Aggregates with Los Angeles coefficients exceeding 40 should be assessed on thebasis of experience of use.E.2 Freezing and thawing resistanceE.2.1
The freezing and thawing resistance of concrete is related to the degree of water saturation, the constituentmaterials and their proportions used in concrete.
The degree of air entrainment is a particularly important factorand it is therefore essential to asses
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