{"id":219206,"date":"2024-10-19T14:13:21","date_gmt":"2024-10-19T14:13:21","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-8500-22015a22019\/"},"modified":"2024-10-25T07:32:14","modified_gmt":"2024-10-25T07:32:14","slug":"bs-8500-22015a22019","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-8500-22015a22019\/","title":{"rendered":"BS 8500-2:2015+A2:2019"},"content":{"rendered":"
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.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
5<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 3 Terms, definitions, symbols and abbreviations <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4 Complementary requirements for constituent materials <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Table 1 \u2014 General purpose cements and combinations <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Table 2 \u2014 Requirements for coarse crushed concrete aggregateA) <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Table 3 \u2014 Limitations on the use of coarse CCA <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Table 4 \u2014 Requirements for coarse recycled aggregate <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5 Complementary basic requirements for concrete Table 5 \u2014 Method for determining the chloride content of constituent materials <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 6 Designated concrete <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table 6 \u2014 Requirements for designated concretes for general applications <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Table 7 \u2014 Requirements for designated cement-bound concretes <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Table 8 \u2014 Range of aggregate grading for cement\u2011bound concrete <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 7 Designed concrete <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | Table 9 \u2014 Limiting values of composition and properties for concrete where a DC\u2011class is specified <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 8 Prescribed concrete 9 Standardized prescribed concrete <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | Table 10 \u2014 Mix proportions for standardized prescribed concretes using class 32,5 cements and combinations <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Table 11 \u2014 Mix proportions for volume batching of ST1, ST2 and ST3 10 Proprietary concrete <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 11 Delivery of fresh concrete 12 Conformity testing and conformity criteria <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | Table 12 \u2014 Additional compressive strength classes to those given in BS EN 206 <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 13 Production control <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Table 13 \u2014 Tolerances for constituents when batching less than one cubic metre of concrete A) <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Table 14 \u2014 Materials control for CCAA) 14 Transport of concrete <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Annex A (normative)\u2002 Conformity procedure for combinations <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Table A.1 \u2014 Requirements for the compressive strength of combinations <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | Annex B (normative)\u2002 Minimizing the risk of damaging alkali\u2011silica reaction in concrete <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Table B.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 | ||||||
43<\/td>\n | Table B.2 \u2014 Reactivity of constituents of aggregates used in concrete in the UK <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Annex C (informative)\u2002 Example of the conformity procedure given in Annex A <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Table C.1 \u2014 Mass fraction of additionA) in CEM I in combinations for strength testing Table C.2 \u2014 Mass fraction of additionA) to CEM II\/A-L or CEM II\/A-LL combinations for strength testing <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Figure C.1 \u2014 Determination of conformity limits for combinations Annex D (informative)\u2002 BS 8500 provisions linked to BS EN 206 requirements <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Table D.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 | ||||||
51<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Concrete. Complementary British Standard to BS EN 206 – Specification for constituent materials and concrete<\/b><\/p>\n |