ASTM C1141-06
(Specification)Standard Specification for Admixtures for Shotcrete
Standard Specification for Admixtures for Shotcrete
ABSTRACT
This specification covers materials proposed for use as admixtures to be added to a Portland-cement shotcrete mixture for the purpose of altering the properties of the mixture. The material shall be classified as Type I (dry mix shotcrete, with Grades 1-9) and Type II (wet-mix shotcrete, with Grades 1-9). Each of the grades shall be further classified by identifying it accordingly as Class A (liquid) or Class B (non-liquid). Shotcrete admixtures shall conform to the requirements for the applicable type and grade. Samples shall be either grab or composite samples, as specified or required by this specification. The number of tests and retests to be performed on the specified materials shall be the number stipulated in the referenced standard.
SCOPE
1.1 This specification covers materials proposed for use as admixtures to be added to a portland-cement shotcrete mixture for the purpose of altering the properties of the mixture.
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.
1.2 The values stated in inch-pound units are to be regarded as the standard.
General Information
Relations
Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Please
contact ASTM International (www.astm.org) for the latest information.
Designation: C 1141 – 06
Standard Specification for
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Admixtures for Shotcrete
This standard is issued under the fixed designation C 1141; 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.
1. Scope* C 989 Specification for Ground Granulated Blast-Furnace
Slag for Use in Concrete and Mortars
1.1 This specification covers materials proposed for use as
C 1240 Specification for Silica Fume Used in Cementitious
admixtures to be added to a portland-cement shotcrete mixture
Mixtures
for the purpose of altering the properties of the mixture.
C 1398 Test Method for The Laboratory Determination of
1.2 This standard does not purport to address all of the
theTimeofSettingofHydraulic-CementMortarsContain-
safety concerns, if any, associated with its use. It is the
ingAdditivesforShotcretebytheUseofGillmoreNeedles
responsibility of the user of this standard to establish appro-
C 1438 Specification for Latex and Powder Polymer Modi-
priate safety and health practices and determine the applica-
fiers for Hydraulic Cement Concrete and Mortar
bility of regulatory limitations prior to use.
D98 Specification for Calcium Chloride
1.3 The values stated in inch-pound units are to be regarded
2.2 ACI Documents:
as the standard.
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318 Building Code Requirements for Reinforced Concrete
2. Referenced Documents
3. Terminology
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2.1 ASTM Standards:
3.1 The terms used in this standard are defined in Termi-
C 125 Terminology Relating to Concrete and Concrete
nology C 125.
Aggregates
3.2 Definitions of Terms Specific to This Standard:
C 136 Test Method for Sieve Analysis of Fine and Coarse
3.2.1 dry-mix shotcrete—Shotcrete in which most of the
Aggregates
mixing water is added at the nozzle.
C 138/C 138M Test Method for Density (Unit Weight),
3.2.2 shotcrete—Mortar or concrete pneumatically pro-
Yield, and Air Content (Gravimetric) of Concrete
jected at high velocity onto a surface.
C 173/C 173M Test Method for Air Content of Freshly
3.2.3 wet-mix shotcrete—Shotcrete in which most of the
Mixed Concrete by the Volumetric Method
ingredients, including the water, are mixed prior to introduc-
C 183 Practice for Sampling and the Amount of Testing of
tion into the delivery hose.
Hydraulic Cement
C 231 Test Method for Air Content of Freshly Mixed
4. Classification
Concrete by the Pressure Method
4.1 Thisspecificationrecognizesgradesofadmixtures,used
C 260 Specification forAir-EntrainingAdmixtures for Con-
in shotcrete made by either of two processes, as follows:
crete
4.1.1 Type I—Dry mix shotcrete.
C311 Test Methods for Sampling and Testing Fly Ash or
4.1.1.1 Grade 1—Accelerating admixture, conventional.
Natural Pozzolans for Use in Portland-Cement Concrete
4.1.1.2 Grade 2—Retarding admixture.
C 494/C 494M Specification for Chemical Admixtures for
4.1.1.3 Grade 3—Pozzolanic admixture.
Concrete
4.1.1.4 Grade 4—Metallic iron admixture.
C 618 Specification for Coal Fly Ash and Raw or Calcined
4.1.1.5 Grade 5—Coloring admixture.
Natural Pozzolan for Use in Concrete
4.1.1.6 Grade 6—Organic polymer admixture.
C 979 Specification for Pigments for Integrally Colored
4.1.1.7 Grade 7—Not applicable.
Concrete
4.1.1.8 Grade 8—Not applicable.
4.1.1.9 Grade 9—Accelerating admixture, quick-setting.
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This specification is under the jurisdiction of ASTM Committee C09 on
4.1.2 Type II—Wet-mix shotcrete.
Concrete and ConcreteAggregates and is the direct responsibility of Subcommittee
4.1.2.1 Grade 1—Accelerating admixture, conventional.
C09.46 on Shotcrete.
4.1.2.2 Grade 2—Retarding admixture.
Current edition approved June 1, 2006. Published June 2006. Originally
approved in 1989. Last previous edition approved in 2001 as C 1141 – 01.
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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
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Standards volume information, refer to the standard’s Document Summary page on Available from American Concrete Institute, P.O. Box 19150, Detroit, MI
the ASTM website. 48219.
*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.
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn. Please
contact ASTM International (www.astm.org) for the latest information.
C1141–06
4.1.2.3 Grade 3—Pozzolanic admixture. 6.3 Requirements for establishing compositional or chemi-
4.1.2.4 Grade 4—Metallic iron admixture. cal equivalence of a lot or of a subsequent lot relative to a
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