EN 13043:2013

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Gesteinskörnungen für Asphalt und Oberflächenbehandlung für Straßen, Flugplätze und andere VerkehrsflächenGranulats pour mélanges hydrocarbonés et pour enduits superficiels utilisés dans la construction des chaussées, aérodromes et d'autres zones de circulationAggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas93.080.20Materiali za gradnjo cestRoad construction materials91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:Ta slovenski standard je istoveten z:EN 13043:2013SIST EN 13043:2013en,fr,de01-julij-2013SIST EN 13043:2013SLOVENSKI
STANDARDSIST EN 13043:2002/AC:2004SIST EN 13043:20021DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13043
May 2013 ICS 91.100.15 Supersedes EN 13043:2002English Version
Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
Granulats pour mélanges bitumineux et pour enduits superficiels utilisés dans la construction des chaussées, aérodromes et autres zones de circulation
Gesteinskörnungen für Asphalt und Oberflächenbehandlungen für Straßen, Flugplätze und andere Verkehrsflächen This European Standard was approved by CEN on 24 August 2011.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre:
Avenue Marnix 17,
B-1000 Brussels © 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13043:2013: ESIST EN 13043:2013

Source materials considered in the development of EN 13043 and their status in respect of the scope of this standard . 36 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Products Directive . 40 ZA.1 Scope and relevant characteristics . 40 ZA.2 Procedures for attestation of conformity of aggregates and fillers . 44 ZA.2.1 Systems of attestation of conformity . 44 ZA.2.2 EC Certificate Declaration of conformity . 45 ZA.3 CE marking and labelling . 47
NOTE 1 Requirements for lightweight aggregates are specified in EN 13055. Requirements for the declaration of the potential of aggregates to release regulated dangerous substances are currently under development. Until such time as these are finalised, attention should be paid to requirements at the place of use. NOTE 2 Requirements for reclaimed asphalt for use as a constituent of asphalt mixtures are specified in EN 13108-8 and are not therefore covered in detail in this standard. EN 13108-8 does however call up the general requirements of EN 13043 for the aggregate component of reclaimed asphalt. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 196-2, Methods of testing cement — Part 2: Chemical analysis of cement EN 196-6, Methods of testing cement — Part 6: Determination of fineness SIST EN 13043:2013

n = type of grading defined below
C
= coarse
CA
= coarse for asphalt only
G
= Grit (a ≤ 4 and d
≥ 1)
F
= fine
NG
= natural graded
A
= all-in
X = lower limit passing D Y = upper limit passing d 3.8 fines particle size fraction of an aggregate that passes the 0,063 mm sieve 3.9 coarse aggregate designation given to the larger aggregate sizes with D greater than 4 mm and d greater than or equal to 1 mm Note 1 to entry: Aggregates that do not fit the definitions for fine or coarse (like 1/3, 1/4 or 2/4) are treated as coarse aggregate. 3.10 fine aggregate designation given to the smaller aggregate sizes with D less than or equal to 4 mm and d = 0 Note 1 to entry: Fine aggregate can be produced from natural disintegration of rock or gravel and/or by the crushing of rock or gravel or processing of manufactured aggregates. 3.11 all-in aggregate aggregate consisting of a mixture of coarse and fine aggregates with D greater than 4 mm and d = 0 Note 1 to entry: It can be produced without separating into coarse and fine fractions or it can be produced by combining coarse and fine aggregates. 3.12 filler aggregate aggregate, most of which passes a 0,063 mm sieve, that can be added to construction materials to provide certain properties SIST EN 13043:2013

NOTE For special end use in surface treatments a sieve size of 2,8 mm can be used in set 2. 4.3 Grading 4.3.1 General The grading of the aggregate, when determined in accordance with EN 933-1, shall conform to the requirements of 4.3.2 to 4.3.5 as appropriate to its aggregate size d/D. Aggregates may comprise single sizes, all-in aggregates or combinations of two or more than two sizes. Aggregates supplied as a mixture of different sizes or types should be uniformly blended. When 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 on different batches within a maximum period of six months, shall fall within the limits specified in Tables 2 to 4 for tolerances on manufacturer declared typical gradings. Size designations and grading categories are essentially categories of convenience and different sizes and grading categories may be used by agreement between manufacturer and purchaser. SIST EN 13043:2013

the sieve chosen shall be the next nearest from basic set plus set 1 or basic set plus set 2. When a sieve size of the ISO 565 R20 series is closer to the calculated d/2, D/1,4, D/2, 1,4D or 2D size, the manufacturer may choose to use this R20 size. Table 2 — General grading requirements
Aggregate Size mm Percentage passing by mass Category G 2Da 1,4D Db d d/2 Coarse D > 4 d ≥ 1 100 100 90 to 99 0 to 10 0 to 2 GC90/10 100 98 to 100 90 to 99 0 to 15 0 to 5 GC90/15 100 98 to 100 85 to 99 c 0 to 15 0 to 5 GC85/15 100 98 to 100 85 to 99 c 0 to 20 0 to 5 GC85/20 100 98 to 100 80 to 99 0 to 20 0 to 5 GC80/20 100 98 to 100 85 to 99 c 0 to 15 0 to 2 GCA85/15 d ≥ 1 D ≤ 4 100 95 to 100 85 to 99 0 to 15 – GG85/15 100 98 to 100 85 to 99 0 to 20 0 to 5 GG85/20 Fine D ≤ 4 d = 0 100 95 to 100 85 to 99 – – GF85 All-in D > 4 d = 0 100 98 to 100 90 to 99 – – GA90 100 98 to 100 85 to 99 – – GA85 100 98 to 100 80 to 99 – – GA80 100 – 75 to 99 – – GA75 a For aggregate sizes where D is greater than 63 mm (e.g. 80 mm and 90 mm), only the oversize requirements related to the 1,4 D sieve apply since there is no ISO 565/R20 series sieve above 125 mm. b If the percentage retained on D is < 1 % by mass 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 2 intermediate between d and D. c For single size coarse aggregates d/D, where D/d < 2, of the categories GC85/15, GC85/20 and GCA85/15, the value of the percentage passing by mass at D may be lowered by 5 % according to the particular application or end use.
4.3.2 Coarse aggregates Coarse aggregates shall conform to the general grading requirements specified in Table 2 appropriate to their size designation d/D and grading category GCX/Y. When required, for graded aggregates, defined as those where D/d
≥ 2, all gradings shall conform with the overall limits in Table 3 appropriate to their grading category. The typical grading passing the mid-size sieve shall be declared and the tolerances selected from Table 3 appropriate to the grading category shall be applied. SIST EN 13043:2013

4.3.3 Fine aggregates Fine aggregates shall conform to the general grading requirements of Table 2 appropriate to their upper sieve size D and grading category GF85. When required, the typical grading, in terms of the percentages passing the 4 mm, 2 mm, 1 mm, 0,250 mm and 0,063 mm sieves shall be declared. When required, the grading of the fine aggregates shall comply with the tolerances in Table 4 applied around the declared typical grading. 4.3.4 All-in aggregates All-in aggregates shall conform to the general grading requirements of Table 2 appropriate to their upper sieve size D and grading category GAXY. When required, the typical grading passing the mid size sieve shall be declared and the tolerances selected from Table 4 appropriate to the grading category shall be applied. Table 4 — Tolerances on declared typical grading for fine and all-in aggregates Sieve size mm D D/2 0,250b 0,063a Category GTC Tolerances
Percentage passing by mass ± 5 ± 10a ± 20 ± 3 GTC10 ± 5 ± 20 ± 25 ± 5 GTC20 ± 7,5 ± 25 ± 25 ± 5 GTC25
No requirement GTCNR a
In all cases the upper limit determined by fines category takes preference. b
Requirements on 0,250 mm sieve are only for fine aggregates.
4.3.5 Special use aggregates and declared grading categories When special aggregates gradings are required for a particular end use, or to define a specific source special grading envelopes shall be defined using the appropriate sieves from Table 1. The general principles of Clause 4 shall be applied using appropriate requirements at 2D, 1,4D, D, d, d/2. The grading category shall be SIST EN 13043:2013

4.4 Fines content When required, the fines content shall be determined in accordance with EN 933-1 and the results declared in accordance with the relevant category specified in Table 6. SIST EN 13043:2013

0,063 mm sieve Percentage passing by mass Category f Coarse
≤ 0,5 f0,5 ≤ 1 f1 ≤ 1,5 f1,5 ≤ 2 f2 ≤ 4 f4 > 4 fDeclared No requirement fNR Natural graded 0/8 mm aggregate ≤ 3 f3 ≤ 5 f5 ≤ 7 f7 ≤ 10 f10 ≤ 16 f16 > 16 fDeclared No requirement fNR All-in ≤ 3 f3 ≤ 5 f5 ≤ 7 f7 ≤ 9 f9 ≤ 11 f11 ≤ 12 f12 ≤ 15 f15 > 15 fDeclared No requirement fNR Fine ≤ 3 f3 ≤ 4 f4 ≤ 5 f5 ≤ 6 F6 ≤ 7 f7 ≤ 10 f10 ≤ 16 f16 ≤ 22 f22 > 22 fDeclared No requirement fNR
b) The methylene blue value (MB) of the required size fraction, when tested in accordance with EN 933-9 and declared in accordance with the relevant size fraction and category in Table 8, is lower than a specified limit.
MB value g/kg MB 0/2 ≤ 1 MB1 ≤ 1,5 MB1,5 ≤ 2 MB2 ≤ 2,5 MB2,5 ≤ 3 MB3 > 3 MBDeclared No requirement MBNR All-in
MB0/D = MB × passing the 2 mm sievea g/kg
≤ 0,8 MBA0,8 ≤ 1 MBA1 > 1 MBADeclared No requirement MBANR a MB0/D is MB measured on 0/2 mm fraction and reported on 0/D mm.
The compliance requirements for the sand equivalent test and the methylene blue test should normally be expressed with a probability of 90 %. NOTE
If the fines content is greater than 3 % by mass and there is documented evidence of satisfactory use, further testing might not be necessary. If the fines content is greater than 10 % by mass, it shall satisfy the other relevant requirements for filler aggregate specified in 8.5. 4.6 Particle shape of coarse and all-in aggregates 4.6.1 Flakiness index and shape index When required, the shape shall be determined in accordance with EN 933-3 in terms of the flakiness index and the results declared in accordance with the relevant category specified in Table 9 according to the particular application or end use. The flakiness index shall be the reference test for the determination of the shape.
For all-in aggregates the flakiness index shall be measured on the fraction 4/D. SIST EN 13043:2013

When required, the shape index shall be determined in accordance with EN 933-4 and the results declared in accordance with the relevant category specified in Table 10 according to the particular application or end use.
Table 10 — Categories for maximum values of shape index Shape index Category SI ≤ 15 SI15 ≤ 20 SI20 ≤ 25 SI25 ≤ 30 SI30 ≤ 35 SI35 ≤ 40 SI40 ≤ 50 SI50 ≤ 55 SI55 > 55 SIDeclared No requirement SINR
4.6.2 Percentage of crushed or broken particles When required, the percentage of crushed or broken particles including totally crushed particles and the percentage of totally rounded particles shall be determined in accordance with EN 933-5 and the results declared in accordance with the relevant category specified in Table 11. Aggregates obtained from crushing rock shall be assumed to be category C100/0 and do not require further testing. SIST EN 13043:2013

Percentage of totally crushed or broken particles by mass Percentage of totally crushed or broken and
crushed or broken particles by mass Percentage of totally rounded particles by mass Category C 90 to 100 100 0 C100/0 30 to 100 95 to 100 0 to 1 C95/1 30 to 100 90 to 100 0 to 1 C90/1 – 90 to 100 0 to 3 C90/3 – 70 to 100 0 to 10 C70/10 30 to 100 50 to 100 0 to 10 C50/10 – 50 to 100 0 to 30 C50/30 – < 50 > 30 CDeclared No requirement No requirement No requirement CNR
4.6.3 Angularity of fine aggregates When required, the angularity of fine aggregates shall be determined in accordance with EN 933-6 and the results declared in accordance with the relevant category specified in Table 12.
Table 12 — Categories for angularity of fine aggregates Flow coefficient Category Ecs ≥ 38 Ecs38 ≥ 35 Ecs35 ≥ 30 Ecs30 < 30 EcsDeclared No requirement EcsNR
5 Physical requirements 5.1 General The necessity for testing and declaring all properties specified in this clause shall be limited according to the particular application at end use or origin of the aggregate. When required, the aggregates shall be tested as specified in Clause 5 to determine appropriate physical properties. When the value of a property is required but not defined by specified limits the value should be declared as an XXDeclared category, e.g. a Los Angeles coefficient of say 60 corresponds to LA60. NOTE 1 When a property is not required, a “No requirement” category can be used. SIST EN 13043:2013
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