Standard Specification for Preblended Dry Mortar Mix for Unit Masonry

ABSTRACT
This specification covers unit masonry mortars whose material and design requirements are governed by a referenced ASTM document stated herein, but are preblended dry in a factory instead of produced from individual raw materials delivered to the job-site. Because field sampling, testing, directly comparable test results, packaging, and traceability of ingredients of preblended dry mortar mix differ from job site mixed mortars, this specification particularly addresses these issues, along with the tight control of ingredient ratios possible with preblended dry mortars.
SCOPE
1.1 This specification covers masonry mortars whose materials and design requirements are governed by Specification C270 but are preblended dry in a factory instead of produced from individual raw materials delivered to the job-site.
1.2 The field-sampling, testing, directly comparable test results, packaging, and the traceability of ingredients of preblended dry mortar mix differ from job site mixed mortars and this standard specifically addresses these issues. The tight control of ingredient ratios possible with preblended dry mortar is also covered.
1.3 The text of this specification refers to notes and footnotes, which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered the requirements of the standard.
1.4 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.
1.5 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. Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.

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Historical
Publication Date
14-Dec-2009
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ASTM C1714/C1714M-09 - Standard Specification for Preblended Dry Mortar Mix for Unit Masonry
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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: C1714/C1714M – 09
Standard Specification for
1
Preblended Dry Mortar Mix for Unit Masonry
This standard is issued under the fixed designation C1714/C1714M; 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 C260 Specification for Air-Entraining Admixtures for Con-
crete
1.1 This specification covers masonry mortars whose mate-
C270 Specification for Mortar for Unit Masonry
rials and design requirements are governed by Specification
C305 Practice for Mechanical Mixing of Hydraulic Cement
C270 but are preblended dry in a factory instead of produced
Pastes and Mortars of Plastic Consistency
from individual raw materials delivered to the job-site.
C780 Test Method for Preconstruction and Construction
1.2 The field-sampling, testing, directly comparable test
Evaluation of Mortars for Plain and Reinforced Unit
results, packaging, and the traceability of ingredients of preb-
Masonry
lended dry mortar mix differ from job site mixed mortars and
C979 Specification for Pigments for Integrally Colored
this standard specifically addresses these issues. The tight
Concrete
controlofingredientratiospossiblewithpreblendeddrymortar
C1180 Terminology of Mortar and Grout for Unit Masonry
is also covered.
C1384 Specification for Admixtures for Masonry Mortars
1.3 The text of this specification refers to notes and foot-
C1437 Test Method for Flow of Hydraulic Cement Mortar
notes, which provide explanatory material. These notes and
C1586 Guide for Quality Assurance of Mortars
footnotes (excluding those in tables and figures) shall not be
considered the requirements of the standard.
3. Terminology
1.4 The values stated in either SI units or inch-pound units
3.1 For definition of terms used in this specification, refer to
are to be regarded separately as standard. The values stated in
Terminology C1180.
each system may not be exact equivalents; therefore, each
3.2 Definitions of Terms Specific to This Standard:
system shall be used independently of the other. Combining
3.3 preblended dry mortar mix, n—a mix of dry aggregate;
values from the two systems may result in non-conformance
portland cement and hydrated lime, blended hydraulic cement,
with the standard.
masonrycement,hydrauliccement,ormortarcement;andmay
1.5 This standard does not purport to address all of the
contain additives used to enhance one or more properties such
safety concerns, if any, associated with its use. It is the
as setting time, workability, water retention, bond and durabil-
responsibility of the user of this standard to establish appro-
ityorcolorpigment;andarethoroughlyblendedtogetheratthe
priate safety and health practices and determine the applica-
factory without the addition of water.
bility of regulatory limitations prior to use. Warning—Fresh
3.4 additive, n—a dry mortar material other than the Speci-
hydraulic cementitious mixtures are caustic and may cause
fication C270 prescribed materials of aggregate and cementi-
chemical burns to skin and tissue upon prolonged exposure.
tious materials that is added to a dry mortar mix at the batch
2. Referenced Documents plant to modify one or more properties of the conventional
2
masonry mortar.
2.1 ASTM Standards:
C144 Specification for Aggregate for Masonry Mortar
4. Classification
4.1 The classifications of mortars in this specification are as
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This specification is under the jurisdiction of ASTM Committee C12 on
described in Specification C270.
Mortars and Grouts for Unit Masonry and is the direct responsibility of Subcom-
mittee C12.03 on Specifications for Mortars.
5. Specifying Mortar
Current edition approved Dec. 15, 2009. Published December 2009. DOI:
10.1520/C1714_C1714M-09.
5.1 Specify type of mortar desired.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.2 Preblended dry mortar mix shall be a mortar meeting
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
both the requirements of Specification C270 and the require-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. ments of this specification.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C1714/C1714M – 09
5.2.1 The property specification requirements of Specifica- 8.2 Samples shall be of sufficient size to conduct all of the
tion C270 shall govern unless the proportion specification desired testing.At a minimum, take three random samples of at
requirements are specifically requested. least 2.3 kg [5 lb] each and com
...

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