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BS 8500-2:2015+A2:2019

BS 8500-2:2015+A2:2019

$198.66

Concrete. Complementary British Standard to BS EN 206 – Specification for constituent materials and concrete

Published By Publication Date Number of Pages
BSI 2019 52
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This part of BS 8500 specifies constituent materials and concrete. This part of BS 8500 complements BS EN 206. It provides United Kingdom national provisions where required or permitted by BS EN 206. It also covers materials, methods of testing and procedures that are outside the scope of BS EN 206, but within national experience.

PDF Catalog

PDF Pages PDF Title
5 Foreword
7 Introduction
1 Scope
2 Normative references
9 3 Terms, definitions, symbols and abbreviations
11 4 Complementary requirements for constituent materials
12 Table 1 — General purpose cements and combinations
17 Table 2 — Requirements for coarse crushed concrete aggregateA)
18 Table 3 — Limitations on the use of coarse CCA
20 Table 4 — Requirements for coarse recycled aggregate
22 5 Complementary basic requirements for concrete
Table 5 — Method for determining the chloride content of constituent materials
23 6 Designated concrete
24 Table 6 — Requirements for designated concretes for general applications
26 Table 7 — Requirements for designated cement-bound concretes
27 Table 8 — Range of aggregate grading for cement‑bound concrete
28 7 Designed concrete
29 Table 9 — Limiting values of composition and properties for concrete where a DC‑class is specified
30 8 Prescribed concrete
9 Standardized prescribed concrete
31 Table 10 — Mix proportions for standardized prescribed concretes using class 32,5 cements and combinations
32 Table 11 — Mix proportions for volume batching of ST1, ST2 and ST3
10 Proprietary concrete
33 11 Delivery of fresh concrete
12 Conformity testing and conformity criteria
34 Table 12 — Additional compressive strength classes to those given in BS EN 206
35 13 Production control
36 Table 13 — Tolerances for constituents when batching less than one cubic metre of concrete A)
37 Table 14 — Materials control for CCAA)
14 Transport of concrete
38 Annex A (normative)  Conformity procedure for combinations
39 Table A.1 — Requirements for the compressive strength of combinations
40 Annex B (normative)  Minimizing the risk of damaging alkali‑silica reaction in concrete
42 Table B.1 — 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
43 Table B.2 — Reactivity of constituents of aggregates used in concrete in the UK
45 Annex C (informative)  Example of the conformity procedure given in Annex A
46 Table C.1 — Mass fraction of additionA) in CEM I in combinations for strength testing
Table C.2 — Mass fraction of additionA) to CEM II/A-L or CEM II/A-LL combinations for strength testing
48 Figure C.1 — Determination of conformity limits for combinations
Annex D (informative)  BS 8500 provisions linked to BS EN 206 requirements
49 Table D.1 — Guidance on where to find BS 8500 provisions that cover BS EN 206 requirements that defer to provisions in the place of use
51 Bibliography

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BS 8500-2:2015+A2:2019
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