| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 4<\/td>\n | Contents Page <\/td>\n<\/tr>\n | ||||||
| 6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 4 General requirements 5 Geometrical requirements 5.1 General 5.2 Aggregate sizes <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | Table 1 \u2014 Sieve sizes for specifying aggregate sizes 5.3 Grading 5.3.1 General <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | Table 2 \u2014 General grading requirements <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 5.3.2 Coarse aggregates Table 3 \u2014 Overall limits and tolerances for coarse aggregate grading at mid-size sieves 5.3.3 Fine aggregates 5.3.4 All-in aggregates <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | Table 4 \u2014 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 \u2014 Grading requirements of added filler 5.4 Fines content <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | Table 6 \u2014 Categories for maximum values of fines content <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | 5.5 Fines quality Table 7 \u2014 Categories for minimum sand equivalent (SE) values <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | Table 8 \u2014 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 <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | Table 9 \u2014 Categories for maximum values of flakiness index Table 10 \u2014 Categories for maximum values of shape index 5.6.2 Percentage of crushed particles of coarse and all-in aggregates <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | Table 11 \u2014 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 \u2014 Categories for angularity of fine aggregates and all-in aggregates 6 Physical requirements 6.1 General 6.2 Resistance to fragmentation <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | Table 13 \u2014 Categories for maximum values of Los Angeles coefficient Table 14 \u2014 Categories for maximum values of resistance to impact 6.3 Resistance to wear <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | Table 15 \u2014 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 <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | Table 16 \u2014 Categories for minimum values of resistance to polishing 6.7 Resistance of aggregates to surface abrasion Table 17 \u2014 Categories for maximum values of resistance to surface abrasion 6.8 Resistance of aggregates to abrasion from studded tyres for application in surface courses <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | Table 18 \u2014 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 <\/td>\n<\/tr>\n | ||||||
| 27<\/td>\n | Table 19 \u2014 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 <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | Table 20 \u2014 Categories for maximum expansion values for steel slag 7.5 Dangerous substances 8 Durability 8.1 General 8.2 Resistance to weathering <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | Table 21 \u2014 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 \u2014 Categories for maximum values of water absorption <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | Table 23 \u2014 Categories for maximum values of water absorption (EN 1097-6:2013, Annex B) 8.3.2 Resistance to freezing and thawing Table 24 \u2014 Categories for maximum freeze-thaw resistance values 8.3.3 Resistance to freezing and thawing in the presence of salt (extreme conditions) <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | Table 25 \u2014 Categories for maximum freeze-thaw resistance in the presence of salt 8.4 \u201cSonnenbrand\u201d of basalt <\/td>\n<\/tr>\n | ||||||
| 32<\/td>\n | Table 26 \u2014 Categories for maximum values of resistance to \u201cSonnenbrand\u201d 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 <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | Table 27 \u2014 Grading requirements for added filler 9.2.2 Harmful fines Table 28 \u2014 Categories for maximum methylene blue (MBF) values 9.3 Physical requirements 9.3.1 Water content Table 29 \u2014 Categories for maximum values of water content 9.3.2 Particle density <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | 9.3.3 Stiffening properties 9.3.3.1 Voids of dry compacted filler (Rigden) Table 30 \u2014 Categories for voids of dry compacted filler 9.3.3.2 \u201cDelta ring and ball\u201d of filler aggregate Table 31 \u2014 Categories for the range of \u201cdelta ring and ball\u201d of filler aggregate 9.4 Chemical requirements 9.4.1 Water solubility <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | Table 32 \u2014 Categories for maximum values of water solubility 9.4.2 Water susceptibility 9.4.3 Carbonate content of filler aggregate Table 33 \u2014 Categories for minimum values of carbonate content of filler aggregate 9.4.4 Calcium carbonate content of limestone filler aggregate <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | Table 34 \u2014 Categories for minimum values of calcium carbonate content of limestone filler aggregate 9.4.5 Calcium hydroxide content of mixed filler Table 35 \u2014 Categories for minimum values of calcium hydroxide content 9.5 Requirements for the consistency of filler production 9.5.1 General 9.5.2 \u201cBitumen number\u201d of added filler <\/td>\n<\/tr>\n | ||||||
| 37<\/td>\n | Table 36 \u2014 Requirements of \u201cbitumen number\u201d 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 <\/td>\n<\/tr>\n | ||||||
| 38<\/td>\n | 11.2 Additional information for the description of an aggregate 12 Marking and labelling <\/td>\n<\/tr>\n | ||||||
| 39<\/td>\n | 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 \u2014 Inventory list with classification codes and status for source materials for prEN 13043 aggregates <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | Annex B (informative) Procedure for the Incorporation of New Source Materials B.1 General procedure B.2 Format <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | 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 \u2014 Relevant clauses for aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas <\/td>\n<\/tr>\n | ||||||
| 46<\/td>\n | Table ZA.1b \u2014 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 <\/td>\n<\/tr>\n | ||||||
| 47<\/td>\n | Table ZA.2.1 \u2014 System(s) of AVCP for aggregates and fillers for uses with high safety requirements0F ) Table ZA.2.2 \u2014 System(s) of AVCP for aggregates and fillers for useswithout high safety requirements1) <\/td>\n<\/tr>\n | ||||||
| 48<\/td>\n | Table ZA.3.1 \u2014 Assignment of AVCP tasks for aggregates and filler aggregates under system 2+ Table ZA.3.2 \u2014 Assignment of AVCP tasks for aggregates and filler aggregates under system 4 ZA.2.2 Declaration of performance (DoP) ZA.2.2.1 General <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | ZA.2.2.2 Content <\/td>\n<\/tr>\n | ||||||
| 50<\/td>\n | ZA.2.2.3 Examples of DoP <\/td>\n<\/tr>\n | ||||||
| 53<\/td>\n | ZA.3 CE marking and labelling <\/td>\n<\/tr>\n | ||||||
| 55<\/td>\n | Figure ZA.1a \u2014 Example of CE marking information for aggregates under system 2+ <\/td>\n<\/tr>\n | ||||||
| 57<\/td>\n | Figure ZA.1b \u2014 Example of CE marking information for aggregates under system 4 <\/td>\n<\/tr>\n | ||||||
| 58<\/td>\n | Figure ZA.2a \u2014 Example of CE marking information for fillers under system 2+ <\/td>\n<\/tr>\n | ||||||
| 59<\/td>\n | Figure ZA.2b \u2014 Example of CE marking information for fillers under system 4 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 13043. Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas<\/b><\/p>\n |