BSI 15/30311094 DC:2015 Edition
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BS EN 13139. Aggregates for mortar
| Published By | Publication Date | Number of Pages |
| BSI | 2015 | 44 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 3 | CEN/TC 154 Aggregates for mortar |
| 4 | 0BContents Page Contents Page |
| 6 | Foreword |
| 8 | 1 Scope 2 Normative references |
| 9 | 3 Terms and definitions |
| 11 | 4 General requirements |
| 12 | 5 Geometrical requirements 5.1 General 5.2 Aggregate sizes Table 1 — Sieve sizes for specifying aggregate sizes |
| 13 | 5.3 Grading 5.3.1 General Table 2 — General grading requirements |
| 14 | 5.3.2 Coarse aggregates Table 3 — Overall limits and tolerances for coarse aggregate grading at mid-size sieves 5.3.3 Fine aggregates |
| 15 | 5.3.4 All-in aggregates 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 for added filler |
| 16 | 5.3.7 Natural graded 0/8 mm aggregates Table 6 — Tolerances on manufacturer’s declared typical grading for natural graded 0/8 mm aggregate 5.4 Fines content Table 7 — Categories for maximum values of fines content |
| 17 | 5.5 Fines quality |
| 18 | Table 8 — Categories for minimum sand equivalent (SE) values Table 9 — Categories for maximum methylene blue (MB) values |
| 19 | 5.6 Particle shape of course and all-in aggregates Table 10 – Categories for maximum values of flakiness index Table 11 — Categories for maximum values of shape index 5.7 Shell content |
| 20 | Table 12 — Category for maximum value of shell content of aggregates > 4 mm 6 Physical requirements 6.1 General 6.2 Particle density and water absorption 6.2.1 Particle density 6.2.2 Water absorption 7 Chemical requirements 7.1 General 7.2 Petrographic description |
| 21 | 7.3 Sulfur containing compounds 7.3.1 Acid soluble sulphate Table 13 — Categories for maximum values of acid-soluble sulphate content 7.3.2 Total sulfur Table 18 — Categories for maximum values of total sulfur content 7.4 Chlorides |
| 22 | 7.5 Constituents which alter the rate of setting and hardening of mortar 7.6 Additional requirements for manufactured aggregates 7.6.1 Water solubility 7.6.2 Loss on ignition Table 14 — Limits for loss on ignition 7.7 Dangerous substances |
| 23 | 8 Durability 8.1 General 8.2 Freeze-thaw resistance 8.2.1 Water absorption as a screening test for freeze-thaw resistance Table 15 — Categories for maximum values of water absorption (EN 1097- 6 water absorption 24 hours) 8.2.2 Resistance to freezing and thawing |
| 24 | Table 16 — Categories for maximum freeze-thaw resistance values 8.3 Alkali-silica reactivity 9 Assessment and verification of the constancy of performance 10 Designation 10.1 Designation and description 10.2 Additional information for the description of an aggregate 11 Marking and labelling |
| 26 | Annex A (normative) Source materials considered in the development of EN 13139 and their status in respect of the Scope of the standard Table A.1 — Inventory list with classification codes and status for source materials for EN 13139 aggregates |
| 28 | Annex B (informative) Guidance on the description of coarseness/fineness of aggregates for mortar Table B.1 — Coarseness or fineness based on the percentage passing the 0,500 mm sieve Table B.2 — Coarseness or fineness based on the fineness modulus |
| 29 | Annex C (informative) Guidance on the effects of some chemical constituents of aggregates on the mortar in which they are incorporated C.1 Chlorides C.2 Sulfates C.3 Staining and pop-outs C.4 Damage to exposed surfaces C.5 Other harmful constituents C.6 Alkali–silica aggregate reaction C.6.1 Alkali-silica reaction with natural aggregate |
| 31 | Annex D (Informative) Procedure for the inclusion of new sources D.1 General procedure D.2 Format |
| 32 | 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.1.1 — Relevant clauses for aggregates for mortar for buildings, roads and civil engineering works |
| 33 | Table ZA.1.2 — Relevant clauses for fillers aggregates for mortar for buildings, roads and civil engineering works |
| 34 | ZA.2 Procedure for AVCP of aggregates and filler aggregates ZA.2.1 Systems of AVCP Table ZA.2.1 — Systems of AVCP of aggregates for uses with high safety requirements1 |
| 35 | Table ZA.2.2 — Systems of AVCP of aggregates for uses without high safety requirements0F Table ZA.3.1 — Assignment of AVCP tasks for aggregates and filler aggregates under system 2+ |
| 36 | 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 |
| 37 | ZA.2.2.2 Content ZA.2.2.3 Examples of DoP |
| 41 | ZA.3 CE marking and labelling |
| 42 | Figure ZA.1 — Example CE marking information of products under AVCP system 2+ |
| 43 | Figure ZA.2 — Example CE marking information of products under AVCP system 4 |
| 44 | Bibliography |
