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ASTM D5319-97

(Specification)

Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels

Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels

SCOPE
1.1 This specification covers the classification, materials of construction, workmanship, physical requirements, and methods of testing glass-fiber-reinforced polyester composite wall and ceiling panels intended for use in light construction and semi-structural applications.
1.2 Supplementary information on chemical resistance, impact resistance, and installation practice are provided in .
1.3 The classification of these composite panels into classes based on relative response to a laboratory test shall not be considered a fire-hazard classification.
1.4 Laboratory flammability tests (Test Methods E 84 and D 1929) applicable to this specification should be used to measure and describe the properties of materials, products, or assemblies in response to heat and flame under controlled laboratory conditions and should not be used to describe or appraise the fire hazard or conditions. However, results may be used as elements of a fire risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard of a particular end use.
1.5 The intent of this specification is to define the class, grade, and general laminate properties of the composite wall and ceiling liner panels in order to ensure a quality product which will perform in the intended application. This specification is not intended to restrict or limit technological changes affecting performance when changes are agreed upon between the purchaser and manufacturer.
1.6 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are provided for information only.
1.7 The text of this specification references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in Tables and Figures) shall not be considered as requirements of this specification.
1.8 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. Note 1—There are no ISO standards covering the subject matter of this specification.

General Information

Status
Historical
Publication Date
09-Apr-1997
Technical Committee
D20 - Plastics
Drafting Committee
D20.24 - Plastic Building Products
Current Stage
Ref Project

Relations

Replaced By
ASTM D5319-97(2001) - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels
Effective Date
10-Apr-1997

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ASTM D5319-97 - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling PanelsASTM D5319-97 - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels
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ASTM D5319-97 - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels
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Standards Content (Sample)

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: D 5319 – 97 An American National Standard
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
1
Glass-Fiber Reinforced Polyester Wall and Ceiling Panels
This standard is issued under the fixed designation D 5319; 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 (e) indicates an editorial change since the last revision or reapproval.
NOTE 1—There are no ISO standards covering the subject matter of this
1. Scope *
specification.
1.1 This specification covers the classification, materials of
construction, workmanship, physical requirements, and meth-
2. Referenced Documents
ods of testing glass-fiber-reinforced polyester composite wall
2.1 ASTM Standards:
and ceiling panels intended for use in light construction and
D 374 Test Methods for Thickness of Solid Electrical Insu-
semi-structural applications.
2
lation
1.2 Supplementary information on chemical resistance, im-
D 618 Method for Conditioning Plastics and Electrical In-
pact resistance, and installation practice are provided in Ap-
3
sulating Materials for Testing
pendix X1.
3
D 883 Terminology Relating to Plastics
1.3 The classification of these composite panels into classes
D 1600 Terminology of Abbreviated Terms Relating to
based on relative response to a laboratory test shall not be
3
Plastics
considered a fire-hazard classification.
3
D 1929 Test Method for Ignition Properties of Plastics
1.4 Laboratory flammability tests (Test Methods E 84 and
D 2244 Test Method for Calculation of Color Differences
D 1929) applicable to this specification should be used to
4
from Instrumentally Measured Color Coordinates
measure and describe the properties of materials, products, or
D 3029 Test Method for Impact Resistance of Flat Rigid
assemblies in response to heat and flame under controlled
5
Plastic Specimens by Means of a Tup (Falling Weight)
laboratory conditions and should not be used to describe or
D 3841 Specification for Glass-Fiber-Reinforced Polyester
appraise the fire hazard or conditions. However, results may be
6
Plastic Panels
used as elements of a fire risk assessment which takes into
5
D 3892 Practice for Packaging/Packing of Plastics
account all of the factors which are pertinent to an assessment
E 84 Test Method for Surface Burning Characteristics of
of the fire hazard of a particular end use.
7
Materials
1.5 The intent of this specification is to define the class,
8
E 631 Terminology of Building Constructions
grade, and general laminate properties of the composite wall
and ceiling liner panels in order to ensure a quality product
3. Terminology
which will perform in the intended application. This specifi-
3.1 General—Definitions are in accordance with Terminolo-
cation is not intended to restrict or limit technological changes
gies D 883 and E 631 and abbreviations with Terminology
affecting performance when changes are agreed upon between
D 1600, unless otherwise indicated.
the purchaser and manufacturer.
3.2 Definitions of Terms Specific to This Standard:
1.6 The values stated in inch-pound units are to be regarded
3.2.1 camber, n—non-linearity of the long axis of a panel.
as the standard. The values given in parentheses are provided
NOTE 2—In the process of water jet, knife, saw, or rotary shear
for information only.
trimming of a continuous panel, sidewards motion of the panel through the
1.7 The text of this specification references notes and
cutting medium can be induced by imbalances in the system. The resulting
footnotes that provide explanatory material. These notes and
trim cuts, although maintaining parallelism between the long sides, may
footnotes (excluding those in Tables and Figures) shall not be
describe a continuous curve, rather than a straight line along the long axis
considered as requirements of this specification.
of the panel. Imbalances in side-to-side cure rates or material distribution
1.8 This standard does not purport to address all of the may also produce this phenomenon. This curvature of the long axis may
create problems with installation of the panel. Limits are placed on the
safety concerns, if any, associated with its use. It is the
degree of non-linearity to minimize those problems.
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
2
Annual Book of ASTM Standards, Vol 10.01.
3
Annual Book of ASTM Standards, Vol 08.01.
1 4
This specification is under the jurisdiction of ASTM Committee D-20 on Annual Book of ASTM Standards, Vol 06.01.
...

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3.1 The compression resistance perpendicular to the faces, the resistance to the extrusion during compression, and the ability to recover after release of the load are indicative of a joint filler's ability to continuously fill a concrete expansion joint and thereby prevent damage that might otherwise occur during thermal expansion. The asphalt content is a measure of the fiber-type joint filler's durability and life expectancy. In the case of cork-type fillers, the resistance to water absorption and resistance to boiling hydrochloric acid are relative measures of durability and life expectancy.
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SCOPE
1.1 These test methods cover the physical properties associated with preformed expansion joint fillers. The test methods include:    
Property  
Section  
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7.1  
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7.3  
Boiling in Hydrochloric Acid  
7.4  
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7.5  
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7.7
Note 1: Specific test methods are applicable only to certain types of joint fillers, as stated herein.  
1.2 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.  
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
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SCOPE
1.1 This specification covers asphalt plank used for bridge decks as well as for industrial floors.  
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