| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 3<\/td>\n | CEN\/TC 154 Aggregates for mortar <\/td>\n<\/tr>\n | ||||||
| 4<\/td>\n | 0BContents Page 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 | ||||||
| 9<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 4 General requirements <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 5 Geometrical requirements 5.1 General 5.2 Aggregate sizes Table 1 \u2014 Sieve sizes for specifying aggregate sizes <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 5.3 Grading 5.3.1 General Table 2 \u2014 General grading requirements <\/td>\n<\/tr>\n | ||||||
| 14<\/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 <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 5.3.4 All-in aggregates 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 for added filler <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 5.3.7 Natural graded 0\/8 mm aggregates Table 6 \u2014 Tolerances on manufacturer’s declared typical grading for natural graded 0\/8 mm aggregate 5.4 Fines content Table 7 \u2014 Categories for maximum values of fines content <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 5.5 Fines quality <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | Table 8 \u2014 Categories for minimum sand equivalent (SE) values Table 9 \u2014 Categories for maximum methylene blue (MB) values <\/td>\n<\/tr>\n | ||||||
| 19<\/td>\n | 5.6 Particle shape of course and all-in aggregates Table 10 – Categories for maximum values of flakiness index Table 11 \u2014 Categories for maximum values of shape index 5.7 Shell content <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | Table 12 \u2014 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 <\/td>\n<\/tr>\n | ||||||
| 21<\/td>\n | 7.3 Sulfur containing compounds 7.3.1 Acid soluble sulphate Table 13 \u2014 Categories for maximum values of acid-soluble sulphate content 7.3.2 Total sulfur Table 18 \u2014 Categories for maximum values of total sulfur content 7.4 Chlorides <\/td>\n<\/tr>\n | ||||||
| 22<\/td>\n | 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 \u2014 Limits for loss on ignition 7.7 Dangerous substances <\/td>\n<\/tr>\n | ||||||
| 23<\/td>\n | 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 \u2014 Categories for maximum values of water absorption (EN 1097- 6 water absorption 24 hours) 8.2.2 Resistance to freezing and thawing <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | Table 16 \u2014 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 <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | 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 \u2014 Inventory list with classification codes and status for source materials for EN 13139 aggregates <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | Annex B (informative) Guidance on the description of coarseness\/fineness of aggregates for mortar Table B.1 \u2014 Coarseness or fineness based on the percentage passing the 0,500 mm sieve Table B.2 \u2014 Coarseness or fineness based on the fineness modulus <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | 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\u2013silica aggregate reaction C.6.1 Alkali-silica reaction with natural aggregate <\/td>\n<\/tr>\n | ||||||
| 31<\/td>\n | Annex D (Informative) Procedure for the inclusion of new sources D.1 General procedure D.2 Format <\/td>\n<\/tr>\n | ||||||
| 32<\/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.1.1 \u2014 Relevant clauses for aggregates for mortar for buildings, roads and civil engineering works <\/td>\n<\/tr>\n | ||||||
| 33<\/td>\n | Table ZA.1.2 \u2014 Relevant clauses for fillers aggregates for mortar for buildings, roads and civil engineering works <\/td>\n<\/tr>\n | ||||||
| 34<\/td>\n | ZA.2 Procedure for AVCP of aggregates and filler aggregates ZA.2.1 Systems of AVCP Table ZA.2.1 \u2014 Systems of AVCP of aggregates for uses with high safety requirements1 <\/td>\n<\/tr>\n | ||||||
| 35<\/td>\n | Table ZA.2.2 \u2014 Systems of AVCP of aggregates for uses without high safety requirements0F Table ZA.3.1 \u2014 Assignment of AVCP tasks for aggregates and filler aggregates under system 2+ <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | 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 | ||||||
| 37<\/td>\n | ZA.2.2.2 Content ZA.2.2.3 Examples of DoP <\/td>\n<\/tr>\n | ||||||
| 41<\/td>\n | ZA.3 CE marking and labelling <\/td>\n<\/tr>\n | ||||||
| 42<\/td>\n | Figure ZA.1 \u2014 Example CE marking information of products under AVCP system 2+ <\/td>\n<\/tr>\n | ||||||
| 43<\/td>\n | Figure ZA.2 \u2014 Example CE marking information of products under AVCP system 4 <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" BS EN 13139. Aggregates for mortar<\/b><\/p>\n |