Standard Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures

SIGNIFICANCE AND USE
4.1 This test method provides a means for comparing the relative shrinkage or expansion of cementitious mixtures. It is particularly applicable to grouting, patching, and form-filling operations where the objective is to completely fill a cavity or other defined space with a freshly mixed cementitious mixture that will continue to fill the same space at time of hardening. It would be appropriate to use this test method as a basis for prescribing mixtures having restricted or specified volume change before the mixture becomes hard.  
4.2 This test method can be used for research purposes to provide information on volume changes taking place in cementitious mixtures between the time just after mixing and the time of hardening. However, the specimen used in this test method is not completely unrestrained so that the measurements are primarily useful for comparative purposes rather than as absolute values. Further, the degree of restraint to which the specimen is subjected varies with the viscosity and degree of hardening of the mixture.
SCOPE
1.1 This test method covers the determination of change in height of cylindrical specimens from the time of molding until the mixture is hard.  
1.2 This test method covers height change measurements at early ages for cementitious mixtures of paste, grout, mortar, and concrete.  
1.3 This test method is intended for determination of changes in height that occur from the time of placement until the specimen is fully hard. These include shrinkage or expansion due to hydration, settlement, evaporation, and other physical and chemical effects.  
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. 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.  
1.5 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 and health practices and determine the applicability of regulatory limitations prior to use.  
1.6 The text of this test method references notes and footnotes that provide explanatory information. These notes and footnotes shall not be considered as requirements of the test method.

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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: C827/C827M − 16
Standard Test Method for
Change in Height at Early Ages of Cylindrical Specimens of
1
Cementitious Mixtures
This standard is issued under the fixed designation C827/C827M; 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* C138/C138M Test Method for Density (Unit Weight), Yield,
and Air Content (Gravimetric) of Concrete
1.1 This test method covers the determination of change in
C143/C143M Test Method for Slump of Hydraulic-Cement
height of cylindrical specimens from the time of molding until
Concrete
the mixture is hard.
C185 Test Method for Air Content of Hydraulic Cement
1.2 This test method covers height change measurements at
Mortar
early ages for cementitious mixtures of paste, grout, mortar,
C191 Test Methods for Time of Setting of Hydraulic Cement
and concrete.
by Vicat Needle
1.3 This test method is intended for determination of
C192/C192M Practice for Making and Curing Concrete Test
changes in height that occur from the time of placement until
Specimens in the Laboratory
the specimen is fully hard. These include shrinkage or expan-
C305 Practice for Mechanical Mixing of Hydraulic Cement
sion due to hydration, settlement, evaporation, and other
Pastes and Mortars of Plastic Consistency
physical and chemical effects.
C403/C403M Test Method for Time of Setting of Concrete
1.4 The values stated in either SI units or inch-pound units
Mixtures by Penetration Resistance
are to be regarded separately as standard. The values stated in
C670 Practice for Preparing Precision and Bias Statements
each system may not be exact equivalents; therefore, each
for Test Methods for Construction Materials
system shall be used independently of the other. Combining
C807 Test Method for Time of Setting of Hydraulic Cement
values from the two systems may result in non-conformance
Mortar by Modified Vicat Needle
with the standard.
C939 Test Method for Flow of Grout for Preplaced-
1.5 This standard does not purport to address all of the
Aggregate Concrete (Flow Cone Method)
safety concerns, if any, associated with its use. It is the
C953 Test Method for Time of Setting of Grouts for
responsibility of the user of this standard to establish appro-
Preplaced-Aggregate Concrete in the Laboratory
priate safety and health practices and determine the applica-
C1437 Test Method for Flow of Hydraulic Cement Mortar
bility of regulatory limitations prior to use.
1.6 The text of this test method references notes and
3. Terminology
footnotes that provide explanatory information. These notes
and footnotes shall not be considered as requirements of the
3.1 Definitions—The terms used in this test method are
test method.
defined in Terminology C125.
3.2 Definitions of Terms Specific to This Standard:
2. Referenced Documents
2
3.2.1 early-age change in height, n—the measured increase
2.1 ASTM Standards:
or decrease in height of a laterally confined cylindrical test
C125 Terminology Relating to Concrete and Concrete Ag-
specimen from the time of molding to when the mixture
gregates
becomes hard. The user may want to define this age as the time
1 when a companion specimen of the same batch has reached the
This test method is under the jurisdiction of ASTM Committee C09 on
Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee time of final setting by Test Method C191 (paste), C953
C09.68 on Volume Change.
(mortar or grout), C403/C403M (concrete), or establish a
Current edition approved April 1, 2016. Published June 2016. Originally
predetermined age in minutes from the time the specimen is
approved in 1975. Last previous edition approved in 2010 as C827 – 10. DOI:
10.1520/C0827_C0827M-16. cast as the defined age to record the final measurement.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Changes in height are measured and expressed as a positive or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
negative change in the height of a test specimen that is
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. restrained from lateral movement.
*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 ----------------------
C827/C827M − 16
4. Significance and Use 5.3 Magnifying Lens System, a magnifying lens system such
that the image of the indicator ball produced by the projected
4.1 This test method provides a means for co
...

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: C827/C827M − 10 C827/C827M − 16
Standard Test Method for
Change in Height at Early Ages of Cylindrical Specimens of
1
Cementitious Mixtures
This standard is issued under the fixed designation C827/C827M; 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 change in height of cylindrical specimens from the time of molding until the
mixture is hard.
1.2 This test method covers height change measurements at early ages for cementitious mixtures of paste, grout, mortar, and
concrete.
1.3 This test method is intended for determination of changes in height that occur from the time of placement until the specimen
is fully hard. These include shrinkage or expansion due to hydration, settlement, evaporation, and other physical and chemical
effects.
1.4 The values stated in either SI units or inch-pound units are to be regarded separately as standard. 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.
1.5 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 and health practices and determine the applicability of regulatory
limitations prior to use.
1.6 The text of this test method references notes and footnotes that provide explanatory information. These notes and footnotes
shall not be considered as requirements of the test method.
2. Referenced Documents
2
2.1 ASTM Standards:
C109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
C125 Terminology Relating to Concrete and Concrete Aggregates
C138/C138M Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
C143/C143M Test Method for Slump of Hydraulic-Cement Concrete
C185 Test Method for Air Content of Hydraulic Cement Mortar
C191 Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
C403/C403M Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance
C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials
C807 Test Method for Time of Setting of Hydraulic Cement Mortar by Modified Vicat Needle
C939 Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)
C953 Test Method for Time of Setting of Grouts for Preplaced-Aggregate Concrete in the Laboratory
C1437 Test Method for Flow of Hydraulic Cement Mortar
1
This test method is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.68 on
Volume Change.
Current edition approved June 15, 2010April 1, 2016. Published July 2010June 2016. Originally approved in 1975. Last previous edition approved in 20052010 as
C827C827 – 10. – 01a (2005). DOI: 10.1520/C0827_C0827M-10.DOI: 10.1520/C0827_C0827M-16.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. 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 ----------------------
C827/C827M − 16
3. Terminology
3.1 Definitions—The terms used in this test method are defined in Terminology C125.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 early-age change in height, n—the measured increase or decrease in height of a laterally confined cylindrical test specimen
from the time of molding to when the mixture becomes hard. The user may want to define this age as the time when a companion
specimen of the same batch has reached the time of final setting by Test Method C191 (paste), C953 (mortar or grout),
C403/C403M (concrete), or esta
...

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