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Supersedes BS 882:1983. Superseded by BS EN 12620:2002. Publisher Information British Standards Institution. With over 100 years of experience the British Standards Institute is recognised as the UK's National standards body. Their committees work with the manufacturing and service industries, government, businesses and consumers to ...
British Standards Document BS 882 Specification for aggregates from natural sources for concrete https://doi/10.3403/02522741U
BS 882:1983 is maintained by B/502. This standard is available from the following sources: British Standards Shop (Shop) . British Standards Online (BSOL) . Other historical versions of this standard document also exist: BS 882:1992 [current until 01/06/2004] BS 882:1940 [current until 30/12/1944]
des Laboratoires et Experts des Materiaux, systèmes de construction et ouvrages) and ASTM International Standards, with modifications to suit local conditions and practices. BS 812: Part 2:1995 . ... BS 882:1992, incorporating Amendment no. 1 . BS 1881: Part 124:1988 . BS 7943:1999 . BS EN 196-1:2005 . BS EN 932-5:2000 . BS EN 933-9:2009 .
As shown in Table 3, the accumulated percentage passing of coarse aggregate used conformed to British Standard (BS: 882, 1992) [26], within the Limit 5-14 mm (Fine) specification. On the other ...
Description / Abstract: BS 882, 1992 Edition, 1992 - Aggregates from Natural Sources for Concrete. Specifies quality and grading requirements for aggregates obtained by processing natural materials. Read more…. Read less….
BS 882:1983 Specification for aggregates from natural sources for concrete. This Standard specifies sampling and testing, quality requirements and grading of coarse, fine and all-in aggregate for use in concrete.
BS 882. June 30, 1983. Specification for Aggregates from Natural Sources for Concrete. Specifies sampling and testing, quality requirements and grading of coarse, fine and all-in aggregate for use in concrete. Gives definitions, information to be provided by the supplier and advice on...
Although BS 882:1973 has now been revised, Tables 19.319.5 are still of practical use as a guide to determining the ratio of fine to coarse aggregate required to make a dense mix. Of the four Zone gradings shown in BS 882:1973, Zones 2 and 3 were the most used for forming a suitable concrete mix.
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