ASTM C1107-02

Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

SCOPE
1.1 This specification covers three grades of 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 SI units are to be regarded as the standard. The inch-pound units in parenthesis are for information only. Values in SI units shall be obtained by measurement in SI units or by appropriate conversion of measurements made in other units, using the Rules of Conversion and Rounding given in IEEE/ASTM SI-10.
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.

General Information

• Status: Historical
• Publication Date: 09-Jan-2002
• ICS: 91.100.10 - Cement. Gypsum. Lime. Mortar
• Technical Committee: C09 - Concrete and Concrete Aggregates
• Drafting Committee: C09.43 - Packaged Dry Combined Materials

Relations

• Replaces: ASTM C1107-99 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
• Effective Date: 10-Jan-2002
• Replaced By: ASTM C1107-05 - Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
• Effective Date: 15-Aug-2005
• Referred By: ASTM C110-20 - Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone
• Effective Date: 10-Jan-2002

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C 1107 – 02
Standard Specification for
1
Packaged Dry, Hydraulic-Cement Grout (Nonshrink)
This standard is issued under the fixed designation C 1107; 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 (e) 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 C 157/C 157M Test Method for Length Change of Hard-
3
ened Hydraulic-Cement Mortar and Concrete
1.1 This specification covers three grades of packaged dry,
C 185 Test Method for Air Content of Hydraulic Cement
hydraulic cement grout (nonshrink) intended for use under
2
Mortar
applied load (such as to support a structure, a machine, and the
C 305 PracticeforMechanicalMixingofHydraulicCement
like) where a change in height below initial placement height
2
Pastes and Mortars of Plastic Consistency
is to be avoided.
C 702 Practice for Reducing Field Samples ofAggregate to
1.2 Grouts covered are composed of hydraulic cement, fine
3
Testing Size
aggregate, and other ingredients. They require only the addi-
C 827 Test Method for Change in Height at Early Ages of
tion of mixing water for use.
3
Cylindrical Specimens from Cementitious Mixtures
1.3 The values stated in SI units are to be regarded as the
C 939 Test Method for Flow of Grout for Preplaced-
standard. The inch-pound units in parenthesis are for informa-
3
Aggregate Concrete (Flow Cone Method)
tion only. Values in SI units shall be obtained by measurement
C 1090 Test Method for Measuring Change in Height of
inSIunitsorbyappropriateconversionofmeasurementsmade
3
Cylindrical Specimens for Hydraulic-Cement Grout
in other units, using the Rules of Conversion and Rounding
2
C 1437 Test Method for Flow of Hydraulic Cement Mortar
given in IEEE/ASTM SI-10.
IEEE/ASTM SI-10 Standard for Use of the International
1.4 The following safety hazards caveat pertains only to the
4
System of Units (SI): The Modern Metric System
test method portion of this specification: This standard does
not purport to address all of the safety concerns, if any,
3. Terminology
associated with its use. It is the responsibility of the user of this
3.1 Definitions of Terms Specific to This Standard:
standard to establish appropriate safety and health practices
3.1.1 Consistency:
and determine the applicability of regulatory limitations prior
3.1.2 flowable, adj—a grout consistency having a flow of
to use.
125 to 145 by the flow test in accordance with the applicable
2. Referenced Documents provisions ofTest Method C 1437; the flow after 5 drops of the
flow table in 3 s.
2.1 ASTM Standards:
3.1.3 fluid, adj—a grout consistency having a time of efflux
C 109/C 109M Test Method for Compressive Strength of
of 10 to 30 s when tested by the flow cone procedure of Test
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
2 Method C 939.
Specimens)
3.1.4 plastic, adj—a grout consistency having a flow of 100
C 125 Terminology Relating to Concrete and Concrete
3 to 125 by the flow test in accordance with the applicable
Aggregates
provisions ofTest Method C 1437; the flow after 5 drops of the
C 138/C 138M Test Method for Density (Unit Weight),
3
flow table in 3 s.
Yield, and Air Content (Gravimetric) of Concrete
3.2 Description of Terms Found in Terminology C 125:
3.2.1 grout (nonshrink), hydraulic-cement, n—a hydraulic-
cement grout that produces a volume that, when hardened
1
This specification is under the jurisdiction of ASTM Committee C09 on under stipulated test conditions, is greater than or equal to the
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
original installed volume; often used as a transfer medium
C09.43 on Packaged Dry Combined Materials.
between load-bearing members.
Current edition approved Jan. 10, 2002. Published March 2002. Originally
published as C 1107 – 91. Last previous edition C 1107 – 99.
2
Annual Book of ASTM Standards, Vol 04.01.
3 4
Annual Book of ASTM Standards, Vol 04.02. Annual Book of ASTM Standards, Vol 14.04.
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C1107–02
TABLE 1 Performance Requirements
4. Classification
Compressive
4.1 This specification covers three grades of grout, classi-
Strength, MPa (psi)
fied in accordance with the volume-control mechanism exhib-
min
ited by the grout after being mixed with water.
A
1 day 7.0 (1000)
4.1.1 Grade A Pre-Hardening Volume-Adjusting—Volume
3 day 17.0 (2500)
7 day 24.0 (3500)
control of grout is caused by expansion before hardening
28 day 34.0 (5000)
occurs.
B C
-A - -B -
-C-
4
...