BS 8500-1:2002:2003 Edition
$198.66
Concrete. Complementary British Standard to BS EN 206-1 – Method of specifying and guidance for the specifier
| Published By | Publication Date | Number of Pages |
| BSI | 2003 | 52 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | BRITISH STANDARD |
| 2 | Committees responsible for this British�Standard |
| 3 | Contents |
| 7 | Introduction |
| 9 | 1 Scope 2 Normative references 3 Terms and definitions, symbols and abbreviations Terms and definitions cement content combination compressive strength class |
| 10 | design chemical class (DC-class) designated concrete maximum aggregate size minimum cover nominal cover proprietary concrete recycled aggregate (RA) recycled concrete aggregate (RCA) |
| 11 | Symbols and abbreviations 4 Method of specifying 4.1 General |
| 12 | 4.2 Specification for designated concrete |
| 13 | 4.3 Specification for designed concrete |
| 15 | 4.4 Specification for prescribed concrete |
| 16 | 4.5 Specification for standardized prescribed concrete |
| 17 | 4.6 Specification for proprietary concrete 5 Exchange of information 5.1 Information from the specifier or user of the concrete to the producer |
| 18 | 5.2 Information from the producer of the concrete to the specifier or user |
| 19 | Annex A (informative) Guidance for the specifier A.1 General |
| 21 | A.2 Exposure classes related to environmental conditions General |
| 22 | Table A.1 Exposure classes |
| 23 | Table A.1 Exposure classes |
| 24 | Table A.2 Classification of ground conditions |
| 25 | Environments related to corrosion of reinforcement Environments associated with unreinforced concrete Environments leading to chemical attack including sulfate attack |
| 26 | Table A.3 Guidance on the selection of the structural performance level |
| 27 | Table A.4 Selection of the DC-class and the number of APMs where the hydrostatic head of groundwater is not… |
| 28 | Table A.4 Additional protective measures (APMs) A.3 Minimum cover to reinforcement |
| 29 | A.4 Guidance on the selection of designated and standardized prescribed concrete |
| 30 | Table A.6 Guidance on the selection of the appropriate designated concrete�for�situations where there is no… |
| 31 | Table A.7 Guidance on the selection of designated and standardized prescribed concrete�in housing and other… |
| 32 | Table A.8 Strength class for designated concrete Table A.9 Standardized prescribed concretes and indicative strengths |
| 33 | A.5 Guidance on the specification of designed concrete Table A.10 Limiting values for composition and properties of concrete exposed�to risk of�corrosion�of reinfo… Table A.11 Limiting values for composition and properties of concrete exposed�to risk of�corrosion�of reinfo… |
| 35 | Table A.12 Limiting values for composition and properties of concrete exposed�to risk�of�corrosion�of reinfo… |
| 36 | Table A.13 Limiting values for composition and properties of concrete exposed to�risk�of�corrosion�of reinfo… |
| 37 | Table A.14 Limiting values for composition and properties of concrete to resist�freezing�and thawing (XF exp… |
| 38 | Table A.15 Limiting values of composition and properties for concrete where�a�DC�class�is�specified |
| 39 | Table A.16 Limiting values of composition and properties for concrete in contact�with sea�water |
| 40 | Table A.17Cements and combinations |
| 41 | Table A.18 Minimum cement or combination content A.6 Selection of consistence class Table A.19 Consistence suitable for different uses of in-situ concrete A.7 Compressive strength classes |
| 42 | Table A.20 Compressive strength classes for use in specification A.8 Density A.9 Chloride content classes A.10 Guidance on aggregate classes General |
| 43 | Aggregates for wear resistance Drying shrinkage of aggregates Sulfates in aggregates |
| 44 | Freeze/thaw resistance Lightweight aggregates A.11 Temperature Work in cold weather Work in hot weather |
| 45 | A.12 Internal degradation of concrete Alkali–aggregate reaction Delayed ettringite formation |
| 46 | Annex B (normative) Identity testing for slump, flow and air content B.1 Point and time of sampling B.2 Slump and flow testing Sampling Method of test Identity criteria for the slump of an individual batch Table B.1 Identity criteria for slump specified as a slump class |
| 47 | Table B.2 Identity criteria for slump specified as a target value Identity criteria for the flow of an individual batch Table B.3 Identity criteria for flow specified as a flow class Table B.4 Identity criteria for flow specified as a flow value B.3 Air content Sampling Method of test Identity criteria for air content of an individual batch |
| 48 | Annex C(informative) Expected cement content with nominal proportions Table C.1 Target cement contents for nominal proportions |
