BSI 15/30311100 DC:2015 Edition
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BS EN 13043. Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas
| Published By | Publication Date | Number of Pages |
| BSI | 2015 | 59 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 4 | Contents Page |
| 6 | Foreword |
| 8 | 1 Scope 2 Normative references |
| 10 | 3 Terms and definitions |
| 13 | 4 General requirements 5 Geometrical requirements 5.1 General 5.2 Aggregate sizes |
| 14 | Table 1 — Sieve sizes for specifying aggregate sizes 5.3 Grading 5.3.1 General |
| 15 | Table 2 — General grading requirements |
| 16 | 5.3.2 Coarse aggregates Table 3 — Overall limits and tolerances for coarse aggregate grading at mid-size sieves 5.3.3 Fine aggregates 5.3.4 All-in aggregates |
| 17 | Table 4 — Tolerances on declared typical grading for fine and all-in aggregates 5.3.5 Special use aggregates and declared grading categories 5.3.6 Grading of added filler Table 5 — Grading requirements of added filler 5.4 Fines content |
| 18 | Table 6 — Categories for maximum values of fines content |
| 19 | 5.5 Fines quality Table 7 — Categories for minimum sand equivalent (SE) values |
| 20 | Table 8 — Categories for maximum methylene blue (MB) values 5.6 Particle shape of coarse and all-in aggregates 5.6.1 Flakiness index and shape index |
| 21 | Table 9 — Categories for maximum values of flakiness index Table 10 — Categories for maximum values of shape index 5.6.2 Percentage of crushed particles of coarse and all-in aggregates |
| 22 | Table 11 — Categories for percentage of crushed particles (including percentage of totally crushed particles and totally rounded particles) 5.6.3 Angularity of fine aggregates and all-in aggregates Table 12 — Categories for angularity of fine aggregates and all-in aggregates 6 Physical requirements 6.1 General 6.2 Resistance to fragmentation |
| 23 | Table 13 — Categories for maximum values of Los Angeles coefficient Table 14 — Categories for maximum values of resistance to impact 6.3 Resistance to wear |
| 24 | Table 15 — Categories for maximum values of resistance to wear 6.4 Particle density and water absorption 6.4.1 Particle density 6.4.2 Water absorption 6.5 Bulk density 6.6 Resistance to polishing of aggregates for application in trafficked courses |
| 25 | Table 16 — Categories for minimum values of resistance to polishing 6.7 Resistance of aggregates to surface abrasion Table 17 — Categories for maximum values of resistance to surface abrasion 6.8 Resistance of aggregates to abrasion from studded tyres for application in surface courses |
| 26 | Table 18 — Categories for maximum values of resistance to abrasion from studded tyres 6.9 Affinity to bituminous binder 7 Chemical requirements 7.1 General 7.2 Petrographic description 7.3 Coarse lightweight contaminators |
| 27 | Table 19 — Categories for maximum values of the content of coarse matter 7.4 Constituents which affect the volume stability of blast furnace and steel slag 7.4.1 Dicalcium silicate disintegration of air-cooled blast furnace slag 7.4.2 Iron disintegration of air-cooled blast furnace slag 7.4.3 Volume stability of steel slag |
| 28 | Table 20 — Categories for maximum expansion values for steel slag 7.5 Dangerous substances 8 Durability 8.1 General 8.2 Resistance to weathering |
| 29 | Table 21 — Categories for maximum magnesium sulfate soundness values 8.3 Freeze-thaw resistance 8.3.1 Water absorption as a screening test for freeze-thaw resistance Table 22 — Categories for maximum values of water absorption |
| 30 | Table 23 — Categories for maximum values of water absorption (EN 1097-6:2013, Annex B) 8.3.2 Resistance to freezing and thawing Table 24 — Categories for maximum freeze-thaw resistance values 8.3.3 Resistance to freezing and thawing in the presence of salt (extreme conditions) |
| 31 | Table 25 — Categories for maximum freeze-thaw resistance in the presence of salt 8.4 “Sonnenbrand” of basalt |
| 32 | Table 26 — Categories for maximum values of resistance to “Sonnenbrand” 8.5 Resistance to thermal shock 9 Requirements for filler aggregate 9.1 General 9.2 Geometrical requirements 9.2.1 Grading for added filler |
| 33 | Table 27 — Grading requirements for added filler 9.2.2 Harmful fines Table 28 — Categories for maximum methylene blue (MBF) values 9.3 Physical requirements 9.3.1 Water content Table 29 — Categories for maximum values of water content 9.3.2 Particle density |
| 34 | 9.3.3 Stiffening properties 9.3.3.1 Voids of dry compacted filler (Rigden) Table 30 — Categories for voids of dry compacted filler 9.3.3.2 “Delta ring and ball” of filler aggregate Table 31 — Categories for the range of “delta ring and ball” of filler aggregate 9.4 Chemical requirements 9.4.1 Water solubility |
| 35 | Table 32 — Categories for maximum values of water solubility 9.4.2 Water susceptibility 9.4.3 Carbonate content of filler aggregate Table 33 — Categories for minimum values of carbonate content of filler aggregate 9.4.4 Calcium carbonate content of limestone filler aggregate |
| 36 | Table 34 — Categories for minimum values of calcium carbonate content of limestone filler aggregate 9.4.5 Calcium hydroxide content of mixed filler Table 35 — Categories for minimum values of calcium hydroxide content 9.5 Requirements for the consistency of filler production 9.5.1 General 9.5.2 “Bitumen number” of added filler |
| 37 | Table 36 — Requirements of “bitumen number” of added filler 9.5.3 Loss on ignition of coal fly ash 9.5.4 Particle density of added filler 9.5.5 Loose bulk density in kerosene 9.5.6 Specific surface area 10 Assessment and Verification of Constancy of performance 11 Designation 11.1 Designation and description |
| 38 | 11.2 Additional information for the description of an aggregate 12 Marking and labelling |
| 39 | Annex A (normative) Source materials considered in the development of prEN 13043 and their status in respect of the scope of this standard Table A.1 — Inventory list with classification codes and status for source materials for prEN 13043 aggregates |
| 42 | Annex B (informative) Procedure for the Incorporation of New Source Materials B.1 General procedure B.2 Format |
| 44 | Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Regulation ZA.1 Scope and relevant characteristics Table ZA.1a — Relevant clauses for aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas |
| 46 | Table ZA.1b — Relevant clauses for filler for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas ZA.2 Procedure for AVCP of aggregates and filler aggregates ZA.2.1 Systems of AVCP |
| 47 | Table ZA.2.1 — System(s) of AVCP for aggregates and fillers for uses with high safety requirements0F ) Table ZA.2.2 — System(s) of AVCP for aggregates and fillers for useswithout high safety requirements1) |
| 48 | Table ZA.3.1 — Assignment of AVCP tasks for aggregates and filler aggregates under system 2+ Table ZA.3.2 — Assignment of AVCP tasks for aggregates and filler aggregates under system 4 ZA.2.2 Declaration of performance (DoP) ZA.2.2.1 General |
| 49 | ZA.2.2.2 Content |
| 50 | ZA.2.2.3 Examples of DoP |
| 53 | ZA.3 CE marking and labelling |
| 55 | Figure ZA.1a — Example of CE marking information for aggregates under system 2+ |
| 57 | Figure ZA.1b — Example of CE marking information for aggregates under system 4 |
| 58 | Figure ZA.2a — Example of CE marking information for fillers under system 2+ |
| 59 | Figure ZA.2b — Example of CE marking information for fillers under system 4 |
