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BS EN 13286-41:2003

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by
superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

Unbound and hydraulically bound mixtures Test method for determination of the compressive strength of hydraulically bound mixtures

Available format(s)

Hardcopy , PDF

Superseded date

11-23-2021

Language(s)

English

Published date

03-18-2003

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Apparatus
6 Test specimen
7 Test procedure
   7.1 Dimensions
   7.2 Mass
   7.3 Adjustment of the test specimen
   7.4 Defective specimens
   7.5 Specimen positioning
   7.6 Loading
   7.7 Assessment of type of failure
8 Expression of result
9 Test report
   9.1 Compulsory information
   9.2 Optional information

Gives a test method for the determination of the compressive strength of specimens of hydraulically bound mixtures. Applies to specimens manufactured in the laboratory or prepared from cores.

This standard specifies a method for the determination of the compressive strength of test specimens of hydraulically bound mixtures. This standard applies to specimens made from either laboratory or production mixture with a maximum aggregate size of 31,5 mm.

Committee
B/510/4
DevelopmentNote
Supersedes 00/101851 DC (03/2003)
DocumentType
Standard
Pages
14
PublisherName
British Standards Institution
Status
Superseded
SupersededBy
Supersedes

17/30355891 DC : 0 BS 1924-2 - HYDRAULICALLY BOUND AND STABILIZED MATERIALS FOR CIVIL ENGINEERING PURPOSES - PART 2: SAMPLE PREPARATION AND TESTING OF MATERIALS DURING AND AFTER TREATMENT
BS 1924-2:2018 Hydraulically bound and stabilized materials for civil engineering purposes Sample preparation and testing of materials during and after treatment

EN 12390-3:2009/AC:2011 TESTING HARDENED CONCRETE - PART 3: COMPRESSIVE STRENGTH OF TEST SPECIMENS

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