Standard Specification for Adhered Manufactured Stone Masonry Veneer (AMSMV) Units

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.

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ASTM C1670/C1670M-13a - Standard Specification for Adhered Manufactured Stone Masonry Veneer (AMSMV) Units
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 −13a
StandardSpecification 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 2. Referenced Documents
1.1 This specification covers the minimum product require- 2.1 ASTM Standards:
ments for adhered manufactured stone masonry veneer units
C31/C31MPractice for Making and Curing Concrete Test
applied as an adhered veneer to exterior and interior walls and Specimens in the Field
structures suitable to receive units.
C33Specification for Concrete Aggregates
C39/C39MTest Method for Compressive Strength of Cylin-
1.2 The property requirements of this specification apply at
drical Concrete Specimens
the time of delivery. This standard does not address the
C140Test Methods for Sampling and Testing Concrete
physical evaluation of installed units removed from service.
Masonry Units and Related Units
1.3 The units described by this specification are manufac-
C150Specification for Portland Cement
tured from a mixture of cement, normal or lightweight aggre-
C192/C192MPractice for Making and Curing ConcreteTest
gates (or a combination of both), water, admixtures, other
Specimens in the Laboratory
cementitious materials and other components which are wet-
C207Specification for Hydrated Lime for Masonry Pur-
cast into shapes simulating the appearance of natural stone and
poses
other textures.
C260Specification for Air-Entraining Admixtures for Con-
1.4 The values stated in either SI units or inch-pound units crete
C330Specification for Lightweight Aggregates for Struc-
are to be regarded separately as standard. The values stated in
each system may not be exact equivalents; therefore, each tural Concrete
C331Specification for LightweightAggregates for Concrete
system shall be used independently of the other. Combining
values from the two systems may result in non-conformance Masonry Units
C426Test Method for Linear Drying Shrinkage of Concrete
with the standard.
Masonry Units
1.5 The text of this specification references notes and
C482Test Method for Bond Strength of Ceramic Tile to
footnotes which provide explanatory material.These notes and
Portland Cement Paste
footnotes shall not be considered as requirements of the
C494/C494MSpecification for Chemical Admixtures for
standard.
Concrete
1.6 This standard does not purport to address all of the
C595Specification for Blended Hydraulic Cements
safety concerns, if any, associated with its use. It is the
C618Specification for Coal Fly Ash and Raw or Calcined
responsibility of the user of this standard to establish appro-
Natural Pozzolan for Use in Concrete
priate safety and health practices and determine the applica-
C666/C666MTest Method for Resistance of Concrete to
bility of regulatory limitations prior to use of units.
Rapid Freezing and Thawing
C979SpecificationforPigmentsforIntegrallyColoredCon-
crete
1
C989SpecificationforSlagCementforUseinConcreteand
This test method is under the jurisdiction of ASTM Committee C15 on
Manufactured Masonry Units and is the direct responsibility of Subcommittee
Mortars
C15.03 on Concrete Masonry Units and Related Units.
C1116/C1116MSpecification for Fiber-Reinforced Concrete
Current edition approved Dec. 15, 2013. Published January 2014. Originally
C1157Performance Specification for Hydraulic Cement
approved in 2013. Last previous edition approved in 2013 as C1670 – 13. DOI:
10.1520/C1670–13A. C1232Terminology of Masonry
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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C1670/C1670M − 13a
C1240Specification for Silica Fume Used in Cementitious frequent testing shall be required if there is any change in the
Mixtures manufacturing process including changes in cementitious ma-
terials or their sources, aggregates or their sources, volume of
3. Terminology
water mix design, manufacturing process or curing. This does
not include producing units of varying shapes, configurations
3.1 Terminology defined in Terminology C1232 shall apply
for this specification. or sizes of units.
3.2 Definitions of Terms Specific to This Standard: 5.2 Sample the concrete mix at the manufacturing facility
3.2.1 adhered manufactu
...

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 − 13 C1670/C1670M − 13a
Standard Specification for
Adhered Manufactured Stone Masonry Veneer (AMSMV)
1
Units
This standard is issued under the fixed designation C1670;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 (AMSMV)
units applied as an adhered veneer to exterior and interior walls and structures suitable to receive AMSMV 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 AMSMV units removed from service.
1.3 The AMSMV 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 given in
parentheses are mathematical conversions to SI units that are provided for information only and are not considered 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 AMSMV units.
2. Referenced Documents
2.1 ASTM Standards:
C31/C31M Practice for Making and Curing Concrete Test Specimens in the Field
C33 Specification for Concrete Aggregates
C39/C39M Test Method for Compressive Strength of Cylindrical Concrete Specimens
C140 Test Methods for Sampling and Testing Concrete Masonry Units and Related Units
C150 Specification for Portland Cement
C192/C192M Practice for Making and Curing Concrete Test Specimens in the Laboratory
C207 Specification for Hydrated Lime for Masonry Purposes
C260 Specification for Air-Entraining Admixtures for Concrete
C330 Specification for Lightweight Aggregates for Structural Concrete
C331 Specification for Lightweight Aggregates for Concrete Masonry Units
C426 Test Method for Linear Drying Shrinkage of Concrete Masonry Units
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 June 15, 2013Dec. 15, 2013. Published August 2013January 2014. Originally approved in 2013. Last previous edition approved in 2013 as C1670
– 13. DOI: 10.1520/C1670–1310.1520/C1670–13A.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C1670/C1670M − 13a
C482 Test Method for Bond Strength of Ceramic Tile to Portland Cement Paste
C494/C494M Specification for Chemical Admixtures for Concrete
C595 Specification for Blended Hydraulic Cements
C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
C666/C666M Test Method for Resistance of Concrete to Rapid Freezing and Thawing
C979 Specification for Pigments for Integrally Colored Concrete
C989 Specification for Slag Cement for Use in Concrete and Mortars
C1116/C1116M Specification for Fiber-Reinforced Concrete
C1157 Performance Specification for Hydraulic Cement
C1232 Terminology of Masonry
C1240 Specification for Silica Fume Used in Cementitious Mixtures
3. Terminology
3.1 Terminology define
...

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