{"id":445503,"date":"2024-10-20T08:42:09","date_gmt":"2024-10-20T08:42:09","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-8500-12015a22019-2\/"},"modified":"2024-10-26T16:11:44","modified_gmt":"2024-10-26T16:11:44","slug":"bs-8500-12015a22019-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-8500-12015a22019-2\/","title":{"rendered":"BS 8500-1:2015+A2:2019"},"content":{"rendered":"
This part of BS 8500 describes methods of specifying concrete and gives guidance for the specifier.<\/p>\n
Annex A of this British Standard provides guidance on the concrete quality to be specified for selected exposure classes, intended working life and nominal cover to normal reinforcement. It does not give guidance on stainless steel and non\u2011metallic reinforcement. Guidance on nominal cover to reinforcement for structural and fire consideration is available in other publications, e.g. structural design codes of practice.<\/p>\n
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 <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3 Terms, definitions, symbols and abbreviations <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4 Method of specifying <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5 Exchange of information <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Annex A (informative)\u2002 Guidance for the specifier <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | Table A.1 \u2014 Exposure classes <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Table A.2 \u2014 Aggressive chemical environment for concrete (ACEC) exposure classes <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Table A.3 \u2014 Typical reinforced concrete applications in buildings (intended working life at least 50 years) for designated concretes <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Table A.4 \u2014 DurabilityA) recommendations for reinforced or prestressed elements with an intended working life of at least 50 years <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | Table A.5 \u2014 DurabilityA) recommendations for reinforced or prestressed elements with an intended working life of at least 100 years <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Table A.6 \u2014 Cement and combination typesA) <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Table A.7 \u2014 Minimum cement and combination contents with maximum aggregate sizes other than 20 mm <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | Table A.8 \u2014 Recommended chloride classes for concrete containing steel reinforcement or high tensile steel wire or strand for prestressing <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Table A.9 \u2014 Limiting values for composition and properties of concrete to resist freezing and thawing (XF exposures) <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Table A.10 \u2014 Selection of the nominal cover and DC\u2011class or designated concrete and APM for in\u2011situ concrete elementsA) in contact with the ground where the hydraulic gradient due to groundwater is five or lessB)C)D) <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Table A.11 \u2014 Additional protective measures (APMs) <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | Table A.12 \u2014 Limiting values of composition and properties for concrete where a DC\u2011class is specified <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Table A.13 \u2014 Limiting values of composition for unreinforced concrete in contact with sea water (exposure class XAS) <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Table A.14 \u2014 Guidance on the selection of designated and standardized prescribed concrete in housing and other applications <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | Table A.15 \u2014 Summary of requirements for designated concretesA) <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Table A.16 \u2014 Summary of requirements for designated cement\u2011bound concrete <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Table A.17 \u2014 Standardized prescribed concretes and indicative strengths <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Table A.18 \u2014 Consistence suitable for different uses of in\u2011situ concrete <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Annex B (normative)\u2002 Identity testing for slump, flow, slump\u2011flow, air content, density and additional requirements for compressive strength <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Table B.1 \u2014 Identity criteria for slump specified as a slump class Table B.2 \u2014 Identity criteria for slump specified as a target value <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Table B.3 \u2014 Identity criteria for flow specified as a flow class Table B.4 \u2014 Identity criteria for flow specified as a target value Table B.5 \u2014 Identity criteria for slump\u2011flow specified as a slump\u2011flow class <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Table B.6 \u2014 Identity criteria for slump\u2011flow specified as a target value <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Annex C (informative)\u2002 Expected cement or combination content with nominal proportions Table C.1 \u2014 Target cement or combination contents for nominal proportions <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Concrete. Complementary British Standard to BS EN 206 – Method of specifying and guidance for the specifier<\/b><\/p>\n |