ASTM C1107/C1107M-08
(Specification)Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
ABSTRACT
This specification covers packaged dry, hydraulic cement grout (nonshrink) intended for use under applied load where a change in height below initial placement height is to be avoided. Grouts covered are composed of hydraulic cement, fine aggregate, and other ingredients. They require only the addition of mixing water for use. The materials used as ingredients in packaged, dry, grout include hydraulic cement, fine aggregate, and other ingredients. The performance requirements of the specimens are presented in details. Grout mixtures shall be produced using the conditions prescribed. For smaller quantities of grout, the mortar-mixing apparatus shall be as specified. Mixer for grout performance qualifications shall be clean, pre-wetted, and drained and essentially free of hardened mortar and other foreign material that can be removed with a trowel or by reasonably striking with a hammer. The procedures for preliminary adjustment mixing and grout performance qualification are presented in details. Consistency testing shall be performed on the grout mixture. Determine the yield of the grout using the 400-mL cylindrical measure described.
SCOPE
1.1 This specification covers packaged dry, hydraulic cement grout (nonshrink) intended for use under applied load (such as to support a structure, a machine, and the like) where a change in height below initial placement height is to be avoided.
1.2 Grouts covered are composed of hydraulic cement, fine aggregate, and other ingredients. They require only the addition of mixing water for use.
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 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 following safety hazards caveat pertains only to the test method portion of this specification: 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.
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Designation: C1107/C1107M – 08
Standard Specification for
1
Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
ThisstandardisissuedunderthefixeddesignationC1107/C1107M;thenumberimmediatelyfollowingthedesignationindicatestheyear
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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope* C157/C157M Test Method for Length Change of Hardened
Hydraulic-Cement Mortar and Concrete
1.1 This specification covers packaged dry, hydraulic ce-
C185 Test Method for Air Content of Hydraulic Cement
ment grout (nonshrink) intended for use under applied load
Mortar
(such as to support a structure, a machine, and the like) where
C305 Practice for Mechanical Mixing of Hydraulic Cement
a change in height below initial placement height is to be
Pastes and Mortars of Plastic Consistency
avoided.
C702 Practice for Reducing Samples of Aggregate to Test-
1.2 Grouts covered are composed of hydraulic cement, fine
ing Size
aggregate, and other ingredients. They require only the addi-
C827 Test Method for Change in Height at Early Ages of
tion of mixing water for use.
Cylindrical Specimens of Cementitious Mixtures
1.3 The values stated in either SI units or inch-pound units
C939 Test Method for Flow of Grout for Preplaced-
are to be regarded separately as standard. The values stated in
Aggregate Concrete (Flow Cone Method)
each system may not be exact equivalents; therefore, each
C1090 Test Method for Measuring Changes in Height of
system shall be used independently of the other. Combining
Cylindrical Specimens of Hydraulic-Cement Grout
values from the two systems may result in non-conformance
C1437 Test Method for Flow of Hydraulic Cement Mortar
with the standard.
1.4 The following safety hazards caveat pertains only to the
3. Terminology
test method portion of this specification: This standard does
3.1 Definitions—For definitions of terms used in this speci-
not purport to address all of the safety concerns, if any,
fication, refer to Terminology C125.
associated with its use. It is the responsibility of the user of this
3.2 Definitions of Terms Specific to This Standard:
standard to establish appropriate safety and health practices
3.2.1 consistency, flowable, n—a grout consistency having a
and determine the applicability of regulatory limitations prior
flow of 125 to 145 by the flow test in accordance with the
to use.
applicable provisions of Test Method C1437; the flow after 5
2. Referenced Documents drops of the flow table in 3 s.
2
3.2.2 consistency, fluid, n—a grout consistency having a
2.1 ASTM Standards:
time of efflux of 10 to 30 s when tested by the flow cone
C109/C109M Test Method for Compressive Strength of
procedure of Test Method C939.
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
3.2.3 consistency, plastic, n—a grout consistency having a
Specimens)
flow of 100 to 125 by the flow test in accordance with the
C125 Terminology Relating to Concrete and Concrete Ag-
applicable provisions of Test Method C1437; the flow after 5
gregates
drops of the flow table in 3 s.
C138/C138M Test Method for Density (Unit Weight),
Yield, and Air Content (Gravimetric) of Concrete
4. Ordering Information
4.1 When the purchaser specifies that properties of the
1
This specification is under the jurisdiction of ASTM Committee C09 on
packaged,drygroutmeettherequirementsofthisspecification,
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
also specify which, if any, of the optional requirements apply.
C09.43 on Packaged Dry Combined Materials.
4.2 When the grout is to be used in contact with stressed
Current edition approved Oct. 1, 2008. Published November 2008. Originally
approved in 1991. Last previous edition approved in 2007 as C1107 – 07a. DOI:
tendons or other corrosion-sensitive, load-bearing structural
10.1520/C1107_C1107M-08.
members, the purchaser shall supply this information to the
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
manufacturer and obtain assurances that the material meets
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
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C1107/C1107M – 08
relevant chloride, nitrite, nitrate, sulfide, and sulfate require- 7. Sampling
ments, and any other material limitations imposed by the
7.1 Use whole packages of gro
...
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:C1107/C1107M–07a Designation: C 1107/C 1107M – 08
Standard Specification for
1
Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
This standard is issued under the fixed designation C 1107/C 1107M; 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.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope*
1.1 This specification covers packaged dry, hydraulic cement grout (nonshrink) intended for use under applied load (such as to
support a structure, a machine, and the like) where a change in height below initial placement height is to be avoided.
1.2 Grouts covered are composed of hydraulic cement, fine aggregate, and other ingredients. They require only the addition of
mixing water for use.
1.3The1.3 The values stated in either SI units or inch-pound units shall are to be regarded separately as standard. The values
stated in each system aremay 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 following safety hazards caveat pertains only to the test method portion of this specification: 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.
2. Referenced Documents
2
2.1 ASTM Standards:
C 109/C 109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)
C 125 Terminology Relating to Concrete and Concrete Aggregates
C 138/C 138M Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
C 157/C 157M Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete
C 185 Test Method for Air Content of Hydraulic Cement Mortar
C 305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
C 702 Practice for Reducing Samples of Aggregate to Testing Size
C 827 Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures
C 939 Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)
C 1090 Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic-Cement Grout
C 1437 Test Method for Flow of Hydraulic Cement Mortar
3. Terminology
3.1 Definitions—For definitions of terms used in this specification, refer to Terminology C 125.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 Consistency:
3.2.2flowableconsistency, flowable, adjn—a grout consistency having a flow of 125 to 145 by the flow test in accordance with
the applicable provisions of Test Method C 1437; the flow after 5 drops of the flow table in 3 s.
3.2.3fluid
3.2.2 consistency, fluid, adjn—a grout consistency having a time of efflux of 10 to 30 s when tested by the flow cone procedure
of Test Method C 939.
3.2.4plastic
3.2.3 consistency, plastic, adjn—a grout consistency having a flow of 100 to 125 by the flow test in accordance with the
applicable provisions of Test Method C 1437; the flow after 5 drops of the flow table in 3 s.
1
This specification is under the jurisdiction ofASTM Committee C09 on Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee C09.43 on
Packaged Dry Combined Materials.
Current edition approved July 15, 2007.Oct. 1, 2008. Published August 2007.November 2008. Originally approved in 1991. Last previous edition approved in 2007 as
C 1107 – 07a.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM 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 ----------------------
C 1107/C 1107M – 08
4. Ordering Information
4.1 When the purchaser specifies that properties of the packaged, dry grout meet the requirements of this specification, also
specify which, if any, of the optional requirements
...
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