ASTM C232/C232M-20a

Standard Test Method for Bleeding of Concrete

SIGNIFICANCE AND USE
4.1 This test method provides procedures to be used for determining the effect of variables of composition, treatment, environment, or other factors in the bleeding of concrete. It is also permitted to be used to determine the conformance of a product or treatment with a requirement relating to its effect on bleeding of concrete.  
4.2 A specimen consolidated by rodding and tested without further disturbance simulates conditions in which the concrete is not subjected to intermittent vibration after placement.
SCOPE
1.1 This test method covers the determination of the relative quantity of mixing water that will bleed from a sample of freshly mixed concrete.  
1.2 When various concretes are to be compared, if the batches are of similar unit weight, the sample masses shall not differ by more than 1 kg [2 lb].  
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used independently of the other, and values from the two systems shall not be combined.
Note 1: Sieve size is identified by its standard designation in Specification E11. the alternative designation given in parentheses is for information only and does not represent a different standard sieve size.  
1.4 The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

General Information

• Status: Historical
• Publication Date: 31-Oct-2020
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: C09 - Concrete and Concrete Aggregates
• Drafting Committee: C09.60 - Testing Fresh Concrete

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C232/C232M − 20a
Standard Test Method for
1
Bleeding of Concrete
This standard is issued under the fixed designation C232/C232M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* 2. Referenced Documents
3
1.1 This test method covers the determination of the relative 2.1 ASTM Standards:
quantity of mixing water that will bleed from a sample of C29/C29M Test Method for Bulk Density (“Unit Weight”)
freshly mixed concrete. and Voids in Aggregate
C125 Terminology Relating to Concrete and Concrete Ag-
1.2 When various concretes are to be compared, if the
gregates
batches are of similar unit weight, the sample masses shall not
C138/C138M Test Method for Density (Unit Weight),Yield,
differ by more than 1 kg [2 lb].
and Air Content (Gravimetric) of Concrete
1.3 The values stated in either SI units or inch-pound units
C172/C172M Practice for Sampling Freshly Mixed Con-
are to be regarded separately as standard. The values stated in
crete
each system are not necessarily exact equivalents; therefore, to
C192/C192M Practice for Making and Curing Concrete Test
ensure conformance with the standard, each system shall be
Specimens in the Laboratory
used independently of the other, and values from the two
C670 Practice for Preparing Precision and Bias Statements
systems shall not be combined.
for Test Methods for Construction Materials
E11 Specification for Woven Wire Test Sieve Cloth and Test
NOTE 1—Sieve size is identified by its standard designation in Speci-
fication E11. the alternative designation given in parentheses is for Sieves
information only and does not represent a different standard sieve size.
3. Terminology
1.4 The text of this standard refers to notes and footnotes
that provide explanatory material. These notes and footnotes
3.1 Definitions:
(excluding those in tables and figures) shall not be considered
3.1.1 For definitions of terms used in this test method,
as requirements of the standard.
refer to Terminology C125.
1.5 This standard does not purport to address all of the
safety concerns, if any, associated with its use. It is the 4. Significance and Use
responsibility of the user of this standard to establish appro-
4.1 This test method provides procedures to be used for
priate safety, health, and environmental practices and deter-
determining the effect of variables of composition, treatment,
mine the applicability of regulatory limitations prior to use.
environment, or other factors in the bleeding of concrete. It is
(Warning—Fresh hydraulic cementitious mixtures are caustic
also permitted to be used to determine the conformance of a
and may cause chemical burns to skin and tissue upon
product or treatment with a requirement relating to its effect on
2
prolonged exposure. )
bleeding of concrete.
1.6 This international standard was developed in accor-
4.2 A specimen consolidated by rodding and tested without
dance with internationally recognized principles on standard-
further disturbance simulates conditions in which the concrete
ization established in the Decision on Principles for the
is not subjected to intermittent vibration after placement.
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
5. Apparatus
Barriers to Trade (TBT) Committee.
5.1 Container—A cylindrical container of approximately
3
1
14 L [ ⁄2 ft ] capacity, having an inside diameter of 255 mm 6
1
1
5mm[10in. 6 ⁄4in.]andaninsideheightof280mm 65mm
These test methods are under the jurisdiction of ASTM Committee C09 on
ConcreteandConcreteAggregatesandarethedirectresponsibilityofSubcommittee
C09.60 on Testing Fresh Concrete.
Current edition approved Nov. 1, 2020. Published July 2021. Originally
3
approved in 1949. Last previous edition approved in 2020 as C232/C232M – 20. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
DOI: 10.1520/C0232_C0232M-20A. contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
2
Section on Safety Precautions, Manual of Aggregate and Concrete Testing, Standards volume information, refer to the standard’s Document Summary page on
Annual Book of ASTM Standards, Vol 04.02. the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C232/C232M − 20a
1
[11 in. 6 ⁄4 in.]. The container shall conform to the require- 8. Calculation
ments for a measure in Test Method C29/C29M. The inside
8.1 Ca
...

This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation: C232/C232M − 20 C232/C232M − 20a
Standard Test Method for
1
Bleeding of Concrete
This standard is issued under the fixed designation C232/C232M; the number immediately following the designation indicates the year
of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval.
A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope*
1.1 This test method covers the determination of the relative quantity of mixing water that will bleed from a sample of freshly
mixed concrete.
1.2 When various concretes are to be compared, if the batches are of similar unit weight, the sample masses shall not differ by
more than 1 kg [2 lb].
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each
system are not necessarily exact equivalents; therefore, to ensure conformance with the standard, each system shall be used
independently of the other, and values from the two systems shall not be combined.
NOTE 1—Sieve size is identified by its standard designation in Specification E11. the alternative designation given in parentheses is for information only
and does not represent a different standard sieve size.
1.4 The text of this standard refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding
those in tables and figures) shall not be considered as requirements of the standard.
1.5 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility
of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of
regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns
2
to skin and tissue upon prolonged exposure. )
1.6 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
3
2.1 ASTM Standards:
C29/C29M Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate
C125 Terminology Relating to Concrete and Concrete Aggregates
C138/C138M Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
1
These test methods are under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and are the direct responsibility of Subcommittee C09.60
on Testing Fresh Concrete.
Current edition approved June 1, 2020Nov. 1, 2020. Published July 2020July 2021. Originally approved in 1949. Last previous edition approved in 20192020 as
C232/C232M – 14 (2019).C232/C232M – 20. DOI: 10.1520/C0232_C0232M-20.10.1520/C0232_C0232M-20A.
2
Section on Safety Precautions, Manual of Aggregate and Concrete Testing, Annual Book of ASTM Standards, Vol 04.02.
3
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C232/C232M − 20a
C172/C172M Practice for Sampling Freshly Mixed Concrete
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves
3. Terminology
3.1 Definitions:
3.1.1 For definitions of terms used in this test method, refer to Terminology C125.
4. Significance and Use
4.1 This test method provides procedures to be used for determining the effect of variables of composition, treatment,
environment, or other factors in the bleeding of concrete. It is also permitted to be used to determine the conformance of a product
or treatment with a requirement relating to its effect on bleeding of concrete.
4.2 A specimen consolidated by rodding and tested without further disturbance simulates conditions in which the concrete is not
subjected to inter
...