ASTM C1019-05
(Test Method)Standard Test Method for Sampling and Testing Grout
Standard Test Method for Sampling and Testing Grout
SCOPE
1.1 This test method covers procedures for both field and laboratory sampling and compression testing of grout used in masonry construction. Grout for masonry is specified under Specification C 476.
Note 1—The testing agency performing this test method should be evaluated in accordance with Practice C 1093.
1.2 The values stated in inch-pound units are to be regarded as the standard.
1.3 This standard does not purport to address all of the safety problems, 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: C 1019 – 05
Standard Test Method for
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Sampling and Testing Grout
This standard is issued under the fixed designation C 1019; 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* 3. Significance and Use
1.1 This test method covers procedures for both field and 3.1 Groutusedinmasonryisafluidmixtureofcementitious
laboratory sampling and compression testing of grout used in materials and aggregate with a high water content for ease of
masonry construction. Grout for masonry is specified under placement.
Specification C 476. 3.1.1 Duringconstruction,groutisplacedwithinorbetween
absorptive masonry units. Excess water must be removed from
NOTE 1—The testing agency performing this test method should be
grout specimens in order to provide compressive strength test
evaluated in accordance with Practice C 1093.
results more nearly indicative of the grout strength in the wall.
1.2 The values stated in inch-pound units are to be regarded
In this test method, molds are made from masonry units having
as the standard.
the same absorption and moisture content characteristics as
1.3 This standard does not purport to address all of the
those being used in the construction.
safety concerns, if any, associated with its use. It is the
3.2 This test method is used to either help select grout
responsibility of the user of this standard to establish appro-
proportionsbycomparingtestvaluesorasaqualitycontroltest
priate safety and health practices and determine the applica-
for uniformity of grout preparation during construction.
bility of regulatory limitations prior to use.
3.3 The physical exposure condition and curing of the grout
are not exactly reproduced, but this test method does subject
2. Referenced Documents
the grout specimens to absorption conditions similar to those
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2.1 ASTM Standards:
experienced by grout in the wall.
C 39/C 39M Test Method for Compressive Strength of Cy-
NOTE 2—Test results of grout specimens taken from a wall should not
lindrical Concrete Specimens
be compared to test results obtained with this test method.
C 143/C 143M Test Method for Slump of Hydraulic Ce-
ment Concrete
4. Apparatus
C 476 Specification for Grout for Masonry
4.1 Maximum-Minimum Thermometer.
C511 Specification for Mixing Rooms, Moist Cabinets,
4.2 Straightedge, a steel straightedge not less than 6 in.
Moist Rooms, and Water Storage Tanks Used in the
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(152.4 mm) long and not less than ⁄16 in. (1.6 mm) in
Testing of Hydraulic Cements and Concretes
thickness.
C 617 Practice for Capping Cylindrical Concrete Speci-
4.3 Tamping Rod, a nonabsorbent rod, either round or
mens
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square in cross section nominally ⁄8 in. (15.9 mm) in dimen-
C 1064/C 1064M Test Method for Temperature of Freshly
sion with ends rounded to hemispherical tips of the same
Mixed Hydraulic-Cement Concrete
diameter. The rod shall be a minimum length of 12 in. (304.8
C 1093 Practice for Accreditation of Testing Agencies for
mm).
Unit Masonry
4.4 Nonabsorbent Blocks and Spacers, nonabsorbent, rigid
squares and rectangles with side dimensions so as to achieve
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the desired grout specimen side dimensions and of sufficient
This test method is under the jurisdiction ofASTM Committee C12 on Mortars
and Grouts for Unit Masonry and is the direct responsibility of Subcommittee
quantity or thickness to yield the desired grout specimen
C12.02 on Research and Methods of Test.
height, as shown in Fig. 1, Fig. 2, and Fig. 3.
Current edition approved April 1, 2005. Published April 2005. Originally
approved in 1984. Last previous edition approved in 2003 as C 1019–03.
NOTE 3—Nonabsorbent blocks may be of plastic, wood, or other
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For referenced ASTM standards, visit the ASTM website, www.astm.org, or
nonabsorbent material. Certain species of wood contain sugars which
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.
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C 1019 – 05
unit in contact with the grout specimen shall not have been
previously used to mold specimens. Place nonabsorbent
blocks, cut to proper size and of the proper thickness or
quantity, at the bottom of the space to achieve the necessary
height of specimen. Tolerance on space and specimen dimen-
sions sha
...
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