| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | 30483643 <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | A-30471317 <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | Introduction 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 94<\/td>\n | 3.2 Symbols and abbreviations 4 Complementary requirements for constituent materials 4.1 General 4.2 Cement, additions and combinations <\/td>\n<\/tr>\n | ||||||
| 97<\/td>\n | Table 1 \u2014 General purpose cements and combinations <\/td>\n<\/tr>\n | ||||||
| 98<\/td>\n | 4.3 Aggregates <\/td>\n<\/tr>\n | ||||||
| 99<\/td>\n | Table 2 \u2014 Magnesium sulfate soundness category for freeze-thaw resisting normal\u2011weight and heavy\u2011weight aggregates <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | Table 3 \u2014 Limitations on the use of coarse CCA <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | Table 4 \u2014 Requirements for coarse crushed concrete aggregate A) <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | Table 5 \u2014 Requirements for coarse recycled aggregate 4.4 Admixtures <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | 4.5 Fibres 5 Complementary basic requirements for concrete 5.1 Resistance to alkali\u2013silica reactions 5.2 Chloride content Table 6 \u2014 Method for determining the chloride content of constituent materials 5.3 Concrete temperature <\/td>\n<\/tr>\n | ||||||
| 104<\/td>\n | 5.4 Requirements for hardened lightweight concrete 5.5 Quantity of concrete 6 Designated concrete 6.1 General 6.2 Product conformity certification and control <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | 6.3 Constituent materials Table 7 \u2014 Requirements for designated concretes for general applications <\/td>\n<\/tr>\n | ||||||
| 106<\/td>\n | Table 8 \u2014 Summary of requirements for designated cement\u2011bound concretes <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | Table 9 \u2014 Range of aggregate grading for cement\u2011bound concrete 6.4 Concrete requirements <\/td>\n<\/tr>\n | ||||||
| 108<\/td>\n | 7 Designed concrete 7.1 General 7.2 DC\u2011class designed concrete Table 10 \u2014 Limiting values of composition and properties for concrete where a DC\u2011class is specified <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | 8 Prescribed concrete 9 Standardized prescribed concrete 9.1 General 9.2 Constituent materials <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | 9.3 Concrete requirements <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | Table 11 \u2014 Mix proportions for standardized prescribed concretes using class 32,5 cements and combinations <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | Table 12 \u2014 Mix proportions for volume batching of ST1, ST2 and ST3 9.4 Production control 10 Proprietary concrete <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | Annex A (normative)\u2002 Production, transport, delivery, conformity testing and conformity criteria <\/td>\n<\/tr>\n | ||||||
| 114<\/td>\n | Table A.1 \u2014 Tolerances for constituents when batching less than one cubic metre of concreteA) Table A.2 \u2014 Materials control for CCAA) <\/td>\n<\/tr>\n | ||||||
| 117<\/td>\n | Table A.3 \u2014 Additional compressive strength classes to those given in BS EN 206:2013+A2:2021 <\/td>\n<\/tr>\n | ||||||
| 118<\/td>\n | Annex B (normative)\u2002 Conformity procedure for combinations <\/td>\n<\/tr>\n | ||||||
| 119<\/td>\n | Table B.1 \u2014 Requirements for the compressive strength of combinations <\/td>\n<\/tr>\n | ||||||
| 121<\/td>\n | Annex C (normative)\u2002 Minimizing the risk of damaging alkali\u2011silica reaction in concrete <\/td>\n<\/tr>\n | ||||||
| 123<\/td>\n | Table C.1 \u2014 Proportion of declared mean alkali content of ggbs, natural pozzolana, natural calcined pozzolana, high reactivity natural calcined pozzolana or fly ash to be taken into account in the calculation of alkali content of concrete <\/td>\n<\/tr>\n | ||||||
| 124<\/td>\n | Table C.2 \u2014 Reactivity of constituents of aggregates used in concrete in the UK <\/td>\n<\/tr>\n | ||||||
| 125<\/td>\n | Table C.3 \u2014 Concrete alkali limits for aggregates containing more than 10% high reactivity materials <\/td>\n<\/tr>\n | ||||||
| 126<\/td>\n | Annex D (informative)\u2002 Example of the conformity procedure given in Annex B <\/td>\n<\/tr>\n | ||||||
| 127<\/td>\n | Table D.1 \u2014 Mass fraction of additionA) in CEM I in combinations for strength testing Table D.2 \u2014 Mass fraction of additionA) to CEM II\/A-L or LL cement or intermediate combinations with proportions equivalent to CIIA-L or LL in combination for strength testing <\/td>\n<\/tr>\n | ||||||
| 128<\/td>\n | Table D.3 \u2014 Mass fraction of additionA) to CEM III\/A cement or intermediate combination with proportions equivalent to CIIIA in combinations for strength testing Table D.4 \u2014 Example laboratory proportions using an intermediate combination of CEM I: Limestone fines (L, LL) combined at a ratio of 90:10, and the resulting multicomponent combination proportions when including fly ash <\/td>\n<\/tr>\n | ||||||
| 129<\/td>\n | Table D.5 \u2014 Example laboratory proportions using an intermediate combination of CEM I: Limestone fines (L, LL) combined at a ratio of 85:15, and the resulting multicomponent combination proportions when including ggbs Table D.6 \u2014 Example laboratory proportions using an intermediate combination of CEM I:ggbs combined at a ratio of 50:50, and the resulting multicomponent combination proportions when including fly ash <\/td>\n<\/tr>\n | ||||||
| 130<\/td>\n | Table D.7 \u2014 Example mass fractions of combination for CEM II\/A\u2011L or -LL, ggbs and additional limestone fines in combinations for strength testing <\/td>\n<\/tr>\n | ||||||
| 132<\/td>\n | Figure D.1 \u2014 Determination of conformity limits for combinations <\/td>\n<\/tr>\n | ||||||
| 133<\/td>\n | Annex E (informative)\u2002 BS 8500 provisions linked to BS EN 206 requirements Table E.1 \u2014 Guidance on where to find BS 8500 provisions that cover BS EN 206 requirements that defer to provisions in the place of use <\/td>\n<\/tr>\n | ||||||
| 135<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Concrete. Complementary British Standard to BS EN 206 – Specification for constituent materials and concrete<\/b><\/p>\n |