Standard Specification for Adhered Manufactured Stone Masonry Veneer Units

ABSTRACT
This specification establishes the minimum product requirements for adhered manufactured stone masonry veneer (AMSMV) units which are manufactured from cementitious materials, aggregates, air-entraining admixtures, concrete admixtures, coloring pigments, reinforcement fibers, and other components which are wet-cast into shapes simulating the appearance of stone, rocks found in nature, and other textures. It also addresses sampling, physical properties and testing, finish and appearance, product identification and packaging, and reporting.
SCOPE
1.1 This specification covers the minimum product requirements for adhered manufactured stone masonry veneer units applied as an adhered veneer to exterior and interior walls and structures suitable to receive units.  
1.2 The property requirements of this specification apply at the time of delivery. This standard does not address the physical evaluation of installed units removed from service.  
1.3 The units described by this specification are manufactured from a mixture of cement, normal or lightweight aggregates (or a combination of both), water, admixtures, other cementitious materials and other components which are wet-cast into shapes simulating the appearance of natural stone and other textures.  
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 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes shall not be considered as requirements of the standard.  
1.6 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 of units.
Note 1: When particular features are desired such as surface textures or color these features should be specified separately. Suppliers should be consulted as to the availability of units having the desired features.  
1.7 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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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: C1670/C1670M −17
Standard Specification for
1
Adhered Manufactured Stone Masonry Veneer Units
This standard is issued under the fixed designation C1670/C1670M; 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.
INTRODUCTION
The purpose of this standard is to establish the minimum product specifications for adhered
manufactured stone masonry veneer units. These units are manufactured using a wet cast concrete
mixture and finished to simulate stone, rocks found in nature, and other textures.
or color these features should be specified separately. Suppliers should be
1. Scope*
consulted as to the availability of units having the desired features.
1.1 This specification covers the minimum product require-
1.7 This international standard was developed in accor-
ments for adhered manufactured stone masonry veneer units
dance with internationally recognized principles on standard-
applied as an adhered veneer to exterior and interior walls and
ization established in the Decision on Principles for the
structures suitable to receive units.
Development of International Standards, Guides and Recom-
1.2 The property requirements of this specification apply at
mendations issued by the World Trade Organization Technical
the time of delivery. This standard does not address the
Barriers to Trade (TBT) Committee.
physical evaluation of installed units removed from service.
2. Referenced Documents
1.3 The units described by this specification are manufac-
tured from a mixture of cement, normal or lightweight aggre-
2.1 ASTM Standards:
gates (or a combination of both), water, admixtures, other
C31/C31M Practice for Making and Curing Concrete Test
cementitious materials and other components which are wet-
Specimens in the Field
cast into shapes simulating the appearance of natural stone and
C33/C33M Specification for Concrete Aggregates
other textures.
C39/C39M Test Method for Compressive Strength of Cylin-
1.4 The values stated in either SI units or inch-pound units drical Concrete Specimens
are to be regarded separately as standard. The values stated in C140/C140M Test Methods for Sampling and Testing Con-
each system may not be exact equivalents; therefore, each crete Masonry Units and Related Units
system shall be used independently of the other. Combining C150/C150M Specification for Portland Cement
values from the two systems may result in non-conformance C157/C157M Test Method for Length Change of Hardened
with the standard. Hydraulic-Cement Mortar and Concrete
C207 Specification for Hydrated Lime for Masonry Pur-
1.5 The text of this specification references notes and
poses
footnotes which provide explanatory material. These notes and
C260/C260M Specification for Air-Entraining Admixtures
footnotes shall not be considered as requirements of the
for Concrete
standard.
C330/C330M Specification for Lightweight Aggregates for
1.6 This standard does not purport to address all of the
Structural Concrete
safety concerns, if any, associated with its use. It is the
C331/C331M Specification for Lightweight Aggregates for
responsibility of the user of this standard to establish appro-
Concrete Masonry Units
priate safety and health practices and determine the applica-
C482 Test Method for Bond Strength of Ceramic Tile to
bility of regulatory limitations prior to use of units.
Portland Cement Paste
C494/C494M Specification for Chemical Admixtures for
NOTE 1—When particular features are desired such as surface textures
Concrete
1
C511 Specification for Mixing Rooms, Moist Cabinets,
This test method is under the jurisdiction of ASTM Committee C15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee
Moist Rooms, and Water Storage Tanks Used in the
C15.03 on Concrete Masonry Units and Related Units.
Testing of Hydraulic Cements and Concretes
Current edition approved July 1, 2017. Published August 2017. Originally
C595/C595M Specification for Blended Hydraulic Cements
approved in 2013. Last previous edition approved in 2016 as C1670/C1670M – 16.
DOI: 10.1520/C1670_C1670M–17. C618 Specification for Coal Fly Ash and Raw or Calcined
*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 ----------------------
C1670/C1670M − 17
Natural Pozzolan for Use in Concrete 4.6 Reinforcement Fibers—Specification C1116/C1116M.
C666/C666M Test Method for Resistance of Concrete to
4.7 Other Constituents:
Rapid Freezing and Thawing
4.7.1 Other constituent materials s
...

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: C1670/C1670M − 16 C1670/C1670M − 17
Standard Specification for
1
Adhered Manufactured Stone Masonry Veneer Units
This standard is issued under the fixed designation C1670/C1670M; 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.
INTRODUCTION
The purpose of this standard is to establish the minimum product specifications for adhered
manufactured stone masonry veneer units. These units are manufactured using a wet cast concrete
mixture and finished to simulate stone, rocks found in nature, and other textures.
1. Scope*
1.1 This specification covers the minimum product requirements for adhered manufactured stone masonry veneer units applied
as an adhered veneer to exterior and interior walls and structures suitable to receive units.
1.2 The property requirements of this specification apply at the time of delivery. This standard does not address the physical
evaluation of installed units removed from service.
1.3 The units described by this specification are manufactured from a mixture of cement, normal or lightweight aggregates (or
a combination of both), water, admixtures, other cementitious materials and other components which are wet-cast into shapes
simulating the appearance of natural stone and other textures.
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 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes
shall not be considered as requirements of the standard.
1.6 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 of units.
NOTE 1—When particular features are desired such as surface textures or color these features should be specified separately. Suppliers should be
consulted as to the availability of units having the desired features.
1.7 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2.1 ASTM Standards:
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33/C33M Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C140/C140M Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C150/C150M Specification for Portland Cement
C157/C157M Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete
C207 Specification for Hydrated Lime for Masonry Purposes
C260/C260M Specification for Air-Entraining Admixtures for Concrete
1
This test method is under the jurisdiction of ASTM Committee C15 on Manufactured Masonry Units and is the direct responsibility of Subcommittee C15.03 on Concrete
Masonry Units and Related Units.
Current edition approved Aug. 1, 2016July 1, 2017. Published August 2016August 2017. Originally approved in 2013. Last previous edition approved in 20152016 as
C1670/C1670M – 15.C1670/C1670M – 16. DOI: 10.1520/C1670_C1670M–16.10.1520/C1670_C1670M–17.
*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 ----------------------
C1670/C1670M − 17
C330/C330M Specification for Lightweight Aggregates for Structural Concrete
C331/C331M Specification for Lightweight Aggregates for Concrete Masonry Units
C482 Test Method for Bond Strength of Ceramic Tile to Portland Cement Paste
C494/C494M Specification for Chemical Admixtures for Concrete
C511 Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic
Cements and Con
...

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