ASTM C1714/C1714M-16
(Specification)Standard Specification for Preblended Dry Mortar Mix for Unit Masonry
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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Designation: C1714/C1714M −16
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/C260M Specification for Air-Entraining Admixtures
for Concrete
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 pre-
Masonry
blended dry mortar mix differ from job site mixed mortars and
C979/C979M Specification for Pigments for Integrally Col-
this standard specifically addresses these issues. The tight
ored 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 C1403 Test Method for Rate of Water Absorption of Ma-
sonry Mortars
footnotes,whichprovideexplanatorymaterial.Thesenotesand
footnotes (excluding those in tables and figures) shall not be C1437 Test Method for Flow of Hydraulic Cement Mortar
C1586 Guide for Quality Assurance of Mortars
considered the requirements of the standard.
1.4 The values stated in either SI units or inch-pound units
3. Terminology
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each
3.1 For definition of terms used in this specification, refer to
system shall be used independently of the other. Combining
Terminology C1180.
values from the two systems may result in non-conformance
3.2 Definitions of Terms Specific to This Standard:
with the standard.
3.2.1 preblended dry mortar mix, n—amixofdryaggregate;
1.5 This standard does not purport to address all of the
portland cement and hydrated lime, blended hydraulic cement,
safety concerns, if any, associated with its use. It is the
masonrycement,hydrauliccement,ormortarcement;andmay
responsibility of the user of this standard to establish appro-
contain additives used to enhance one or more properties such
priate safety and health practices and determine the applica-
as setting time, workability, water retention, bond and durabil-
bility of regulatory limitations prior to use. (Warning—Fresh
ityorcolorpigment;andarethoroughlyblendedtogetheratthe
hydraulic cementitious mixtures are caustic and may cause
factory without the addition of water.
chemical burns to skin and tissue upon prolonged exposure.)
3.2.2 additive, n—a dry mortar material other than the
Specification C270 prescribed materials of aggregate and
2. Referenced Documents
cementitious materials that is added to a dry mortar mix at the
2
2.1 ASTM Standards:
batch plant to modify one or more properties of the conven-
C144 Specification for Aggregate for Masonry Mortar
tional masonry mortar.
4. Classification
1
This specification is under the jurisdiction of ASTM Committee C12 on
4.1 The classifications of mortars in this specification are as
Mortars and Grouts for Unit Masonry and is the direct responsibility of Subcom-
mittee C12.03 on Specifications for Mortars. described in Specification C270. Mortar type selected shall be
Current edition approved Dec. 15, 2016. Published January 2017. Originally
a Type M, S, N, or O meeting the requirements of either the
approved in 2009. Last previous edition approved in 2013 as C1714/C1714M – 13a.
Property Specification or the Proportion Specifications.
DOI: 10.1520/C1714_C1714M-16.
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
5. Specifying Mortar
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. 5.1 Specify type of mortar desired.
*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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C1714/C1714M − 16
5.2 Preblended dry mortar mix shall be a mortar meeting plant unless otherwise specifie
...
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: C1714/C1714M − 13a C1714/C1714M − 16
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*
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.)
2. Referenced Documents
2
2.1 ASTM Standards:
C144 Specification for Aggregate for Masonry Mortar
C260/C260M Specification for Air-Entraining Admixtures for Concrete
C270 Specification for Mortar for Unit Masonry
C305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
C780 Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry
C979/C979M Specification for Pigments for Integrally Colored Concrete
C1180 Terminology of Mortar and Grout for Unit Masonry
C1384 Specification for Admixtures for Masonry Mortars
C1403 Test Method for Rate of Water Absorption of Masonry Mortars
C1437 Test Method for Flow of Hydraulic Cement Mortar
C1586 Guide for Quality Assurance of Mortars
3. Terminology
3.1 For definition of terms used in this specification, refer to Terminology C1180.
3.2 Definitions of Terms Specific to This Standard:
3.2.1 preblended dry mortar mix, n—a mix of dry aggregate; portland cement and hydrated lime, blended hydraulic cement,
masonry cement, hydraulic cement, or mortar cement; and may contain additives used to enhance one or more properties such as
setting time, workability, water retention, bond and durability or color pigment; and are thoroughly blended together at the factory
without the addition of water.
1
This specification is under the jurisdiction of ASTM Committee C12 on Mortars and Grouts for Unit Masonry and is the direct responsibility of Subcommittee C12.03
on Specifications for Mortars.
Current edition approved Dec. 1, 2013Dec. 15, 2016. Published December 2013January 2017. Originally approved in 2009. Last previous edition approved in 2013 as
C1714/C1714M – 13.C1714/C1714M – 13a. DOI: 10.1520/C1714_C1714M-13A.10.1520/C1714_C1714M-16.
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
---------------------- Page: 1 ----------------------
C1714/C1714M − 16
3.2.2 additive, n—a dry mortar material other than the Specification C270 prescribed materials of aggregate and cementitious
materials that is added to a dry mortar mix at the batch plant to modify one or more properties of the conventional masonry mortar.
4. Classificat
...
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