BS 5328-2:1997:2002 Edition
$142.49
Concrete – Methods for specifying concrete mixes
| Published By | Publication Date | Number of Pages |
| BSI | 2002 | 32 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | BRITISH STANDARD |
| 2 | Committees responsible for this British Standard |
| 3 | Contents |
| 7 | Section 1. General Introduction 1.1 Scope 1.2 References 1.2.1 Normative references 1.2.2 Informative references |
| 8 | 1.3 Definitions 1.4 Minimizing the risk of damaging alkali�silica reaction 1.4.1 General 1.4.2 Low reactivity aggregate, option 1 1.4.3 Low reactivity aggregate, option 2 1.4.4 Normal reactivity aggregate |
| 9 | 1.4.5 Service record option 1.4.6 Testing the source of crushed greywacke or crushed greywacke type aggregate 1.4.7 Other conditions Table 0A Limiting values of cement or combination contents (kg/m |
| 10 | Table 0B Limiting values of cement or combination contents (kg/m |
| 11 | Section 2. Designed mixes 2.1 Designed mix 2.2 Selection of grade and materials 2.3 Mix specification 2.3.1 General 2.3.2 Essential items |
| 12 | Table 1 Compressive strength grades Table 2 Flexural strength grades 2.3.3 Optional items |
| 13 | Section 3. Prescribed mixes 3.1 Prescribed mix 3.2 Selection of materials and mix proportions 3.3 Mix specification 3.3.1 General 3.3.2 Essential items 3.3.3 Optional items |
| 15 | Section 4. Standard mixes 4.1 Standard mix Table 3 Standard mixes and related strengths 4.2 Selection of mix and materials 4.3 Constituent materials 4.4 Mix specification |
| 16 | Table 4 Materials for use in standard mixes |
| 17 | Table 5 Mix proportions for standard mixes |
| 19 | Section 5. Designated mixes 5.1 Designated mix 5.2 Selection of materials 5.3 Method of specifying 5.3.1 General 5.3.2 Essential items |
| 20 | 5.3.3 Optional items |
| 21 | Table 6 Requirements for designated mixes |
| 22 | 5.4 Permitted materials 5.4.1 Cements |
| 23 | 5.4.2 Other materials 5.4.3 Aggregates 5.4.4 Admixtures 5.4.5 Water 5.5 Concrete mix requirements 5.5.1 Mix proportions 5.5.2 Concrete grade |
| 24 | 5.5.3 Minimum cement content 5.5.4 Maximum cement content 5.5.5 Maximum water/cement ratio 5.5.6 Maximum chloride content 5.5.7 Alkali—silica reaction Table 7 Adjustments to minimum cement contents for aggregates other than those of�20�mm nominal maximum size Table 8 Limits of chloride content of concrete 5.5.8 Workability |
| 25 | 5.6 Conformity 5.6.1 Quality assurance 5.6.2 Sampling point 5.6.3 Acceptance testing by the purchaser 5.7 Documentation Annex A (informative) Forms for specifying or scheduling concrete mixes in accordance with BS�5328 |
