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eLibrary > BS 8500-1:2023 - TC Tracked Changes. Concrete. Complementary British Standard to BS EN 206 - Method of specifying and guidance for the specifier >

BS 8500-1:2023 - TC Tracked Changes. Concrete. Complementary British Standard to BS EN 206 - Method of specifying and guidance for the specifier, 2023

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BS 8500-1:2023 - TC Tracked Changes. Concrete. Complementary British Standard to BS EN 206 - Method of specifying and guidance for the specifier, 2023

30483642
A-30471315 [Go to Page]
Foreword
Introduction
1 Scope
2 Normative references
3 Terms, definitions, symbols and abbreviations [Go to Page]
3.1 Terms and definitions
3.2 Symbols and abbreviations
4 Method of specifying [Go to Page]
4.1 General
4.2 Specification for designated concrete
4.3 Specification for designed concrete
4.4 Specification for prescribed concrete
4.5 Specification for standardized prescribed concrete
4.6 Specification for proprietary concrete
5 Exchange of information [Go to Page]
5.1 Information from the specifier or user of the concrete to the producer
5.2 Information from the producer of the concrete to the specifier or user
Annex A (informative) Guidance for the specifier [Go to Page]
Table A.1 — Exposure classes
Table A.2 — Aggressive chemical environment for concrete (ACEC) exposure classes
Table A.3 — Typical applications with concrete containing carbon reinforcing steel in buildings (intended working life at least 50 years) for designated concretes
Table A.4a — Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 50 years for corrosion induced by carbonation (XC exposure classes)
Table A.4b — Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 50 years for corrosion induced by chlorides other than sea water (XD exposure c
Table A.4c — Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 50 years for corrosion induced by chlorides from sea water (XS exposure classes
Table A.5a — Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 100 years for corrosion induced by carbonation (XC exposure classes)
Table A.5b — Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 100 years for corrosion induced by chlorides other than sea water (XD exposure
Table A.5c — Recommended limiting values for the durabilityA) of concrete containing carbon reinforcing steel or prestressed elements with an intended working life of at least 100 years for corrosion induced by chlorides from sea water (XS exposure classe
Table A.6 — General purpose cements and combinations by combined performance categoryA)
Table A.7 — Minimum cement and combination contents with maximum aggregate sizes other than 20 mm
Table A.8 — Recommended chloride classes for concrete containing carbon reinforcing steel, high tensile steel wire or strand for prestressing
Table A.9a — Limiting values for composition and properties of air-entrained concrete to resist freezing and thawing (XF exposures)
Table A.9b — Limiting values for composition and properties of concrete without air‑entraining admixture to resist freezing and thawing (XF exposures)
Table A.10 — Selection of the nominal cover and DC‑class or designated concrete and APM for in‑situ concrete elementsA) in contact with the ground where the hydraulic gradient due to groundwater is five or lessB), C), D)
Table A.11 — Additional protective measures (APMs)
Table A.12 — Limiting values of composition and properties for concrete where a DC‑class is specified
Table A.13 — Limiting values of composition for unreinforced concrete in contact with sea water (exposure class XAS)
Table A.14 — Guidance on the selection of designated and standardized prescribed concrete in housing and other applications
Table A.15 — Summary of requirements for designated concretesA)
Table A.16 — Summary of requirements for designated cement‑bound concrete
Table A.17 — Standardized prescribed concretes and indicative strengths
Table A.18 — Consistence suitable for different uses of in‑situ concrete
Annex B (normative) Identity testing for slump, flow, slump‑flow, air content, density, additional requirements for compressive strength and consistence retention [Go to Page]
Table B.1 — Identity criteria for slump specified as a slump class
Table B.2 — Identity criteria for slump specified as a target value
Table B.3 — Identity criteria for flow specified as a flow class
Table B.4 — Identity criteria for flow specified as a target value
Table B.5 — Identity criteria for slump‑flow specified as a slump‑flow class
Table B.6 — Identity criteria for slump‑flow specified as a target value
Table B.7 — Identity criteria for compressive strength, MPa
Annex C (informative) Indicative strengths and expected cement or combination content with nominal proportions [Go to Page]
Table C.1 — Relationship between water/cement ratio, minimum cement content and strength
Table C.2 — Target cement or combination contents for nominal proportions
Bibliography [Go to Page]

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BS 8500-1:2023 - TC Tracked Changes. Concrete. Complementary British Standard to BS EN 206 - Method of specifying and guidance for the specifier, 2023

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