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 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 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.

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ASTM C1107/C1107M-20 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
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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.
Designation:C1107/C1107M −20
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.
1. Scope* C125 Terminology Relating to Concrete and Concrete Ag-
gregates
1.1 This specification covers packaged dry, hydraulic ce-
C138/C138M Test Method for Density (Unit Weight),Yield,
ment grout (nonshrink) intended for use under applied load
and Air Content (Gravimetric) of Concrete
(such as to support a structure, a machine, and the like) where
C157/C157M Test Method for Length Change of Hardened
a change in height below initial placement height is to be
Hydraulic-Cement Mortar and Concrete
avoided.
C185 Test Method for Air Content of Hydraulic Cement
1.2 Grouts covered are composed of hydraulic cement and
Mortar
other ingredients. They require only the addition of mixing
C305 Practice for Mechanical Mixing of Hydraulic Cement
water for use.
Pastes and Mortars of Plastic Consistency
1.3 The values stated in either SI units or inch-pound units C702/C702M Practice for Reducing Samples of Aggregate
to Testing Size
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each C827/C827M Test Method for Change in Height at Early
Ages of Cylindrical Specimens of Cementitious Mixtures
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance C939/C939M Test Method for Flow of Grout for Preplaced-
Aggregate Concrete (Flow Cone Method)
with the standard.
C1090/C1090M Test Method for Measuring Changes in
1.4 The following safety hazards caveat pertains only to the
Height of Cylindrical Specimens of Hydraulic-Cement
test method portion of this specification: This standard does
Grout
not purport to address all of the safety concerns, if any,
C1437 Test Method for Flow of Hydraulic Cement Mortar
associated with its use. It is the responsibility of the user of this
standard to establish appropriate safety, health, and environ-
3. Terminology
mental practices and determine the applicability of regulatory
3.1 Definitions—For definitions of terms used in this
limitations prior to use.
specification, refer to Terminology C125.
1.5 This international standard was developed in accor-
dance with internationally recognized principles on standard-
3.2 Definitions of Terms Specific to This Standard:
ization established in the Decision on Principles for the
3.2.1 consistency, flowable, n—a grout consistency having a
Development of International Standards, Guides and Recom-
flow of 125 to 145 by the flow test in accordance with the
mendations issued by the World Trade Organization Technical
applicable provisions of Test Method C1437; the flow after 5
Barriers to Trade (TBT) Committee.
drops of the flow table in 3 s.
3.2.2 consistency, fluid, n—a grout consistency having a
2. Referenced Documents
time of efflux of 10 to 30 s when tested by the flow cone
2
2.1 ASTM Standards:
procedure of Test Method C939/C939M.
C109/C109M Test Method for Compressive Strength of
3.2.3 consistency, plastic, n—a grout consistency having a
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
flow of 100 to 125 by the flow test in accordance with the
Specimens)
applicable provisions of Test Method C1437; the flow after 5
drops of the flow table in 3 s.
1
This specification is under the jurisdiction of ASTM Committee C09 on
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
4. Ordering Information
C09.43 on Packaged Dry Combined Materials.
Current edition approved Feb. 1, 2020. Published March 2020. Originally
4.1 When the purchaser specifies that properties of the
approved in 1991. Last previous edition approved in 2017 as C1107/C1107M – 17.
packaged,drygroutmeettherequirementsofthisspecification,
DOI: 10.1520/C1107_C1107M-20.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or also specify which, if any, of the optional requirements apply.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
4.2 When the grout is to be used in contact with stressed
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. tendons or other corrosion-sensitive, load-bearing structural
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor
...

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 − 17 C1107/C1107M − 20
Standard Specification for
1
Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
This standard is issued under the fixed designation C1107/C1107M; 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 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, cement 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 safety, health, and healthenvironmental practices and determine the applicability of regulatory
limitations prior to use.
1.5 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
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
C157/C157M Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete
C185 Test Method for Air Content of Hydraulic Cement Mortar
C305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
C702/C702M Practice for Reducing Samples of Aggregate to Testing Size
C827/C827M Test Method for Change in Height at Early Ages of Cylindrical Specimens of Cementitious Mixtures
C939/C939M Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method)
C1090/C1090M Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic-Cement Grout
C1437 Test Method for Flow of Hydraulic Cement Mortar
3. Terminology
3.1 Definitions—For definitions of terms used in this specification, refer to Terminology C125.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 consistency, flowable, n—a grout consistency having a flow of 125 to 145 by the flow test in accordance with the
applicable provisions of Test Method C1437; the flow after 5 drops of the flow table in 3 s.
3.2.2 consistency, fluid, n—a grout consistency having a time of efflux of 10 to 30 s when tested by the flow cone procedure
of Test Method C939/C939M.
1
This specification is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregates and is the direct responsibility of Subcommittee C09.43 on
Packaged Dry Combined Materials.
Current edition approved Dec. 1, 2017Feb. 1, 2020. Published December 2017March 2020. Originally approved in 1991. Last previous edition approved in 20142017 as
C1107/C1107M – 14a.17. DOI: 10.1520/C1107_C1107M-17.10.1520/C1107_C1107M-20.
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

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C1107/C1107M − 20
3.2.3 consistency, plastic, n—a grout consistency having a flow of 100 to 125 by the flow test in accordance with the applicable
provisions o
...

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