ASTM C1610/C1610M-10

Standard Test Method for Static Segregation of Self-Consolidating Concrete Using Column Technique

SIGNIFICANCE AND USE
This test method provides users with a procedure to determine the potential static segregation of self-consolidating concrete.
Note 1—This test method may not be sufficiently rapid to evaluate self-consolidating concrete mixtures in the field before placement. Test Method C1712 provides a rapid method for assessing static segregation resistance of self-consolidating concrete.
This test method shall be used to develop self-consolidating concrete mixtures with segregation not exceeding specified limits. Self-consolidating concrete is a fluid concrete that can be prone to segregation if not proportioned to be cohesive. A cohesive self-consolidating concrete is important for all applications but is especially critical for deep-section applications such as walls or columns. Therefore, the degree of segregation can indicate if a mixture is suitable for the application.  
Note 2—Some level of segregation is tolerable as long as the desired strength and durability performance is achieved.
SCOPE
1.1 This test method covers the determination of static segregation of self-consolidating concrete by measuring the coarse aggregate content in the top and bottom portions of a cylindrical specimen (or column).
1.2 This test method is not applicable to self-consolidating concrete containing lightweight aggregate.
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.4 The text of this standard references 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 test method is applicable under laboratory and field conditions.
1.6 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 and health 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. )

General Information

• Status: Historical
• Publication Date: 30-Sep-2010
• ICS: 91.100.30 - Concrete and concrete products
• Technical Committee: C09 - Concrete and Concrete Aggregates
• Drafting Committee: C09.47 - Self-Consolidating Concrete

Relations

• Replaces: ASTM C1610/C1610M-06a - Standard Test Method for Static Segregation of Self-Consolidating Concrete Using Column Technique
• Effective Date: 01-Oct-2010
• Replaced By: ASTM C1610/C1610M-14 - Standard Test Method for Static Segregation of Self-Consolidating Concrete Using Column Technique
• Effective Date: 01-Apr-2014
• Referred By: ASTM C125-21a - Standard Terminology Relating to Concrete and Concrete Aggregates
• Effective Date: 01-Oct-2010
• Referred By: ASTM C1712-20 - Standard Test Method for Rapid Assessment of Static Segregation Resistance of Self-Consolidating Concrete Using Penetration Test
• Effective Date: 01-Oct-2010

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: C1610/C1610M − 10
StandardTest Method for
Static Segregation of Self-Consolidating Concrete Using
1
Column Technique
This standard is issued under the fixed designation C1610/C1610M; 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
2.1 ASTM Standards:
1.1 This test method covers the determination of static
C125Terminology Relating to Concrete and Concrete Ag-
segregation of self-consolidating concrete by measuring the
gregates
coarse aggregate content in the top and bottom portions of a
C127Test Method for Density, Relative Density (Specific
cylindrical specimen (or column).
Gravity), and Absorption of Coarse Aggregate
1.2 This test method is not applicable to self-consolidating
C173/C173MTestMethodforAirContentofFreshlyMixed
concrete containing lightweight aggregate.
Concrete by the Volumetric Method
C192/C192MPracticeforMakingandCuringConcreteTest
1.3 The values stated in either SI units or inch-pound units
Specimens in the Laboratory
are to be regarded separately as standard. Within the text, the
C231Test Method for Air Content of Freshly Mixed Con-
SI units are shown in brackets. The values stated in each
crete by the Pressure Method
system may not be exact equivalents; therefore, each system
C1712Test Method for Rapid Assessment of Static Segre-
shall be used independently of the other. Combining values
gation Resistance of Self-Consolidating Concrete Using
from the two systems may result in non-conformance with the
Penetration Test
standard.
D1785Specification for Poly(Vinyl Chloride) (PVC) Plastic
Pipe, Schedules 40, 80, and 120
1.4 The text of this standard references notes and footnotes
that provide explanatory material. These notes and footnotes
3. Terminology
(excluding those in tables and figures) shall not be considered
as requirements of the standard.
3.1 Definitions:
3.1.1 For definitions of terms used in this test method, refer
1.5 Thistestmethodisapplicableunderlaboratoryandfield
to Terminology C125.
conditions.
3.2 Definitions of Terms Specific to This Standard:
1.6 This standard does not purport to address all of the
3.2.1 Static Segregation, n—settlement of coarse aggregate
safety concerns, if any, associated with its use. It is the particles in an undisturbed mass of fresh concrete.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica- 4. Summary of Test Method
bility of regulatory limitations prior to use. (Warning—Fresh
4.1 Asampleoffreshly-mixedself-consolidatingconcreteis
hydraulic cementitious mixtures are caustic and may cause
placed in a cylindrical mold without tamping or vibration.The
2
chemical burns to skin and tissue upon prolonged exposure. )
mold is separated into three sections representing different
levels of the cylindrical specimen (or column). Portions of
concretefromthetopandbottomsectionarewashedona4.75
mm (No. 4) sieve, leaving the coarse aggregate on the sieve.
The masses of coarse aggregate in the top and the bottom
sections are determined and the percent static segregation is
calculated.
1
This test method is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
C09.47 onSelf-Consolidating Concrete.
Current edition approved Oct. 1, 2010. Published November 2010. Originally
3
approved in 2006. Last previous edition approved in 2006 as C1610/C1610M–06a. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
DOI: 10.1520/C1610_C1610M-10. 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

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C1610/C1610M − 10
5. Significance and Use 6.2 Column Mold—Thecolumnportionofthemoldshallbe
poly(vinyl chloride) (PVC) plastic pipe Schedule 40 meeting
5.1 This test method provides users with a procedure to
the requirements of Specification D1785. The column shall be
determine the potential static segregation of self-consolidating
8 in. [200 mm] in nominal diameter × 26 in. [660 mm] in
concrete.
height and separated into 3 sections. The top section shall be
NOTE 1—This test method may not be sufficientl
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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:C1610/C1610M–06a Designation: C1610/C1610M – 10
Standard Test Method for
Static Segregation of Self-Consolidating Concrete Using
1
Column Technique
This standard is issued under the fixed designation C1610/C1610M; 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 static segregation of self-consolidating concrete by measuring the coarse
aggregate content in the top and bottom portions of a cylindrical specimen (or column).
1.2This1.2 This test method is not applicable to self-consolidating concrete containing lightweight aggregate.
1.3 The values stated in either inch-pounds SI units or SIinch-pound units are to be regarded separately as standard. Within the
text, the SI units are shown in brackets. The values stated in each system aremay not be exact equivalents; therefore, each system
shallbeusedindependentlyoftheother.Combiningvaluesfromthetwosystemsmayresultinnon-conformancewiththestandard.
1.4 The text of this standard references 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
1.5 This test method is applicable under laboratory and field conditions.
1.6 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 and health 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
2
tissue upon prolonged exposure. )
2. Referenced Documents
3
2.1 ASTM Standards:
C125 Terminology Relating to Concrete and Concrete Aggregates
C127 Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate
C173/C173M Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C231 Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
C1712 Test Method for Rapid Assessment of Static Segregation Resistance of Self-Consolidating Concrete Using Penetration
Test
D1785 Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120
3. Terminology
3.1 Definitions:
3.1.1 For definitions of terms used in this test method, refer to Terminology C125.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 Static Segregation, n—settlement of coarse aggregate particles in an undisturbed mass of fresh concrete.
4. Summary of Test Method
4.1 A sample of freshly-mixed self-consolidating concrete is placed in a cylindrical mold without tamping or vibration. The
mold is separated into three sections representing different levels of the cylindrical specimen (or column). Portions of concrete
from the top and bottom section are washed on a 4.75 mm [No. 4](No. 4) sieve, leaving the coarse aggregate on the sieve. The
masses of coarse aggregate in the top and the bottom sections are determined and the percent static segregation is calculated.
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.47
onSelf-Consolidating Concrete.
Current edition approved Dec. 15, 2006.Oct. 1, 2010. Published January 2007.November 2010. Originally approved in 2006. Last previous edition approved in 2006 as
C1610/C1610M–06.C1610/C1610M–06a. DOI: 10.1520/C1610_C1610M-106A.
2
Section on Safety Precautions, Manual of Aggregate and Concrete Testing, Annual Book of ASTM Standards, Vol. 04.02.
3
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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

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C1610/C1610M – 10
5. Significance and Use
5.1Thistestmethodprovidesuserswithalaboratoryproceduretodeter
...