ASTM C587-04(2014)
(Specification)Standard Specification for Gypsum Veneer Plaster
Standard Specification for Gypsum Veneer Plaster
ABSTRACT
This specification covers calcined gypsum mixed at the mill with other ingredients to control working quality and setting time; specifically designed as a veneer plaster to be applied over gypsum base for veneer plasters, masonry or concrete surfaces, providing a surface ready for decoration. In addition, this specification covers test methods for determining the physical properties of gypsum veneer plasters. Veneer plasters shall be tested and shall conform to specified values of joint strength, bond strength, impact strength, and flexure.
SCOPE
1.1 This specification covers calcined gypsum mixed at the mill with other ingredients to control working quality and setting time; specifically designed as a veneer plaster to be applied over gypsum base for veneer plasters, masonry or concrete surfaces to a maximum thickness of 1/4 in. (6.4 mm) providing a surface ready for decoration.Note 1—Specification C843 contains application procedures for gypsum veneer plaster.
1.2 This specification covers test methods for determining the physical properties of gypsum veneer plasters and sets forth minimum requirements that must be met.
1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.4 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes shall not be considered as requirements of the standard.
1.5 The following safety hazards caveat applies only to the Test Methods portion, Section 5 of this specification: 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.
General Information
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Standards Content (Sample)
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
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Designation:C587 −04 (Reapproved 2014)
Standard Specification for
Gypsum Veneer Plaster
This standard is issued under the fixed designation C587; 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.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope C473 Test Methods for Physical Testing of Gypsum Panel
Products
1.1 This specification covers calcined gypsum mixed at the
C843 Specification for Application of Gypsum Veneer Plas-
mill with other ingredients to control working quality and
ter
setting time; specifically designed as a veneer plaster to be
C1396/C1396M Specification for Gypsum Board
applied over gypsum base for veneer plasters, masonry or
concrete surfaces to a maximum thickness of ⁄4 in. (6.4 mm)
3. Terminology
providing a surface ready for decoration.
3.1 Definitions:
NOTE 1—Specification C843 contains application procedures for gyp-
3.1.1 Definitions of terms shall be in accordance with
sum veneer plaster.
Terminology C11 and Specification C843.
1.2 This specification covers test methods for determining
3.2 Definitions of Terms Specific to This Standard:
thephysicalpropertiesofgypsumveneerplastersandsetsforth
3.2.1 gypsum veneer plaster systems, n—veneer plaster
minimum requirements that must be met.
applied in accordance with Specification C843 to gypsum base
1.3 The values stated in inch-pound units are to be regarded for veneer plasters.
as standard. The values given in parentheses are mathematical
4. Physical Properties
conversions to SI units that are provided for information only
and are not considered standard.
4.1 Joint Strength—Gypsum veneer plaster systems applied
in accordance with Specification C843 shall be tested in
1.4 The text of this standard references notes and footnotes
accordance with 5.9. The breaking load shall be not less than
which provide explanatory material. These notes and footnotes
theparalleltosurfacingloadsspecifiedinSpecificationC1396/
shall not be considered as requirements of the standard.
C1396M.
1.5 The following safety hazards caveat applies only to the
Test Methods portion, Section 5 of this specification: This 4.2 Bond Strength—The bond strength of the gypsum ve-
neer plaster to the gypsum veneer base and, where applicable,
standard does not purport to address all of the safety concerns,
if any, associated with its use. It is the responsibility of the user between the base coat plaster and the finish coat shall not
delaminate when tested in accordance with 5.6.
of this standard to establish appropriate safety and health
practices and determine the applicability of regulatory limita-
4.3 Impact Strength—Gypsum veneer plaster systems shall
tions prior to use.
not crack or lose bond beyond the impact area when tested in
accordance with 5.7.
2. Referenced Documents
4.4 Flexure—Gypsum veneer plaster systems shall exhibit
2.1 ASTM Standards:
crack resistance within the field of the gypsum base for veneer
C11 Terminology Relating to Gypsum and Related Building
plasters such that radial or random cracking shall extend not
Materials and Systems
more than ⁄2 in. (13 mm) from the break line at failure when
tested in accordance with 5.8. At rupture of the panel the
veneer plaster shall be securely bonded to the face paper.
This specification is under the jurisdiction of ASTM Committee C11 on
GypsumandRelatedBuildingMaterialsandSystems andisthedirectresponsibility
5. Test Methods
of Subcommittee C11.01 on Specifications andTest Methods for Gypsum Products.
Current edition approved April 1, 2014. Published April 2014. Originally
5.1 Materials—Gypsum Base for Veneer Plaster, see Speci-
approved in 1966. Last previous edition approved in 2009 as C587 – 04 (2009).
fication C1396/C1396M.
DOI: 10.1520/C0587-04R14.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
5.2 Sampling—Sample not less than 1 % of the packages,
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
but not less than 5 packages. Select packages to be sampled at
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. random. Take samples both from the outer portion and the
*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
C587−04 (2014)
center of each package. Thoroughly mix the materials so 5.8 Flexure:
obtained to provide a composite sample of not less than 15 lb 5.8.1 Significance and Use—The flexure test is designed to
(6.8 kg). Place this composite sample immediately in a clean, test the effect on the resistance to cracking and bond of the
dry, airtight container for delivery to the laboratory. veneer plaster to the veneer plaster base while being flexed.
The degree of correlation between this test method and service
5.3 Test Unit Preparation—Fromthesample,preparepanels
performance has not been determined.
ofveneerplastersystemandcutfour2ft(600mm)square,and
5.8.2 Apparatus—UsetheapparatusdescribedinTestMeth-
three 12 by 16 in. (300 by 400 mm) specimens.
ods C473 for Method B.
5.4 Conditioning—Condition specimens to constant weight
5.8.3 Procedure—Selectthree12by16in.(300by400mm)
at a temperature of 85 6 15 °F (29.5 6 8.5 °C) and relative
specimens. Subject each specimen to a continuous, midpoint,
humidity of 50 6 2 % (see Note 2). Test specimens individu-
loading applied at a rate of 1 in./min 6 5 s (25 mm/min 6 5
ally after constant weight is reached.
s) downward to the back of the panel (plaster surface in
tension) supported over a clear span of 14 in. (356 mm) until
NOTE 2—Laboratory test results indicate that conditioning temperatures
may range from 70 to 100 °F (21 to 38 °C) without significantly affecting failure.
the results. However, relative humidity is critical. Therefore, specimens
5.8.4 Report—Report whether the sample passes or fails the
shall be tested within 10 min upon removal from the conditioning
flexuretest.The
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