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

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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.

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Publication Date
09-Apr-1997
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ASTM D5319-97(2001) - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels
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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
An American National Standard
Designation: D 5319 – 97 (Reapproved 2001)
Standard Specification for
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.
1. Scope * priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use.
1.1 This specification covers the classification, materials of
construction, workmanship, physical requirements, and meth-
NOTE 1—TherearenoISOstandardscoveringthesubjectmatterofthis
ods of testing glass-fiber-reinforced polyester composite wall
specification.
and ceiling panels intended for use in light construction and
2. Referenced Documents
semi-structural applications.
2.1 ASTM Standards:
1.2 Supplementary information on chemical resistance, im-
pact resistance, and installation practice are provided in Ap- D 374 Test Methods for Thickness of Solid Electrical Insu-
lation
pendix X1.
1.3 The classification of these composite panels into classes D 618 Test Methods for Thickness of Solid Electrical
Insulation
based on relative response to a laboratory test shall not be
considered a fire-hazard classification. D 883 Terminology Relating to Plastics
D 1600 Terminology of Abbreviated Terms Relating to
1.4 Laboratory flammability tests (Test Methods E 84 and
D 1929) applicable to this specification should be used to Plastics
D 1929 Test Method for Determining Ignition Temperature
measure and describe the properties of materials, products, or
assemblies in response to heat and flame under controlled of Plastics
D 2244 Test Method for Calculation of Color Differences
laboratory conditions and should not be used to describe or
appraise the fire hazard or conditions. However, results may be from Instrumentally Measured Color Coordinates
D 3029 Test Method for Impact Resistance of Flat Rigid
used as elements of a fire risk assessment which takes into
account all of the factors which are pertinent to an assessment Plastic Specimens by Means of a Tup (Falling Weight)
D 3841 Specification for Glass-Fiber-Reinforced Polyester
of the fire hazard of a particular end use.
1.5 The intent of this specification is to define the class, Plastic Panels
D 3892 Practice for Packaging/Packing of Plastics
grade, and general laminate properties of the composite wall
E 84 Test Method for Surface Burning Characteristics of
and ceiling liner panels in order to ensure a quality product
which will perform in the intended application. This specifi- Building Materials
E 631 Terminology of Building Constructions
cation is not intended to restrict or limit technological changes
affecting performance when changes are agreed upon between
3. Terminology
the purchaser and manufacturer.
3.1 General—DefinitionsareinaccordancewithTerminolo-
1.6 The values stated in inch-pound units are to be regarded
gies D 883 and E 631 and abbreviations with Terminology
as the standard. The values given in parentheses are provided
D 1600, unless otherwise indicated.
for information only.
3.2 Definitions of Terms Specific to This Standard:
1.7 The text of this specification references notes and
3.2.1 camber, n—non-linearity of the long axis of a panel.
footnotes that provide explanatory material. These notes and
footnotes (excluding those in Tables and Figures) shall not be
NOTE 2—In the process of water jet, knife, saw, or rotary shear
considered as requirements of this specification.
trimmingofacontinuouspanel,sidewardsmotionofthepanelthroughthe
1.8 This standard does not purport to address all of the
cuttingmediumcanbeinducedbyimbalancesinthesystem.Theresulting
safety concerns, if any, associated with its use. It is the trim cuts, although maintaining parallelism between the long sides, may
responsibility of the user of this standard to establish appro-
Annual Book of ASTM Standards, Vol 10.01.
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.
Plastics and is the direct responsibility of Subcommittee D20.24 on Plastic Building Annual Book of ASTM Standards, Vol 08.02.
Products. Annual Book of ASTM Standards, Vol 08.04.
Current edition approved April 10, 1997. Published November 1997. Originally Annual Book of ASTM Standards, Vols 04.07.
published as D 5319 – 92. Last previous edition D 5319 – 92. Annual Book of ASTM Standards, Vol 04.11.
*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.
D 5319
describe a continuous curve, rather than a straight line along the long axis
provide lower smoke density or higher fire retardancy, catalyst
of the panel. Imbalances in side-to-side cure rates or material distribution
residues, stabilizers, pigments, dyes, filters, or other types of
may also produce this phenomenon. This curvature of the long axis may
reinforcing fibers.
create problems with installation of the panel. Limits are placed on the
degree of non-linearity to minimize those problems.
6. Physical Properties
6.1 Size (Length and Width)—Tolerance for nominal length
4. Classification
and width specified shall be 60.25 in. (6.35 mm). Panel
4.1 The panels covered by this specification are divided into
lengths over 12 ft (3.7 m) shall have a tolerance of 60.5 in.
four classifications based on relative response to the laboratory
(12.7 mm) when measured in accordance with 8.2.
flammability of Test Method E 84.
6.2 Squareness—Panels shall be within 0.125 in. (3.18 mm)
4.1.1 Class A—Flame spread index 0 to 25, smoke devel-
of square when measured in accordance with 8.3.
opment index of 450 or less.
6.3 Thickness—Tolerance on the specified thickness shall
4.1.2 Class B—Flame spread index 26 to 75, smoke devel-
be within 610 % when determined in accordance with 8.4.
opment index of 450 or less.
6.4 Camber—Tolerance on camber shall be 60.25 in. (6.35
4.1.3 Class C—Flame spread index 76 to 200, smoke
mm) when determined in accordance with 8.5.
development index of 450 or less.
6.5 Color—Color shall be as specified by the purchaser and
4.1.4 Class D—General purpose, no flame spread or smoke
uniform throughout the sheet when examined in accordance
development indices.
with 8.6.
NOTE 3—Refer to 1.3 on flammability testing and fire hazard classifi-
6.6 Impact Resistance—Impactresistanceshallbeasagreed
cation.
upon between the purchaser and manufacturer prior to pur-
4.2 These classifications may be further subdivided into chase.
grades based on nominal thickness when tested in accordance
6.7 Ignition Properties—All panels shall have a minimum
with 8.4: self-ignition temperature of 650°F (343°C) when tested in
4.2.1 Grade 1—0.027 to 0.033 in. (0.69 to 0.84 mm); 0.030
accordance with Test Method D 1929.
in. nominal (0.76 mm). 6.8 AllcompositewallandceilinglinersshallhaveaUSDA
4.2.2 Grade 2—0.036 to 0.044 in. (0.91 to 1.12 mm); 0.040
acceptance for incidental food contact.
in. nominal (1.02 mm).
7. Workmanship
4.2.3 Grade 3—0.040 to 0.050 in. (1.02 to 1.27 mm); 0.045
in. nominal (1.14 mm). 7.1 The composite shall conform to the nominal dimen-
4.2.4 Grade 4—0.054 to 0.066 in. (1.37 to 1.68 mm); 0.060 sions, shall be fully cured, and shall not contain major visual
cracks, pinholes, foreign inclusions, or surface wrinkles that
in. nominal (1.52 mm).
4.2.5 Grade 5—0.067 to 0.083 in. (1.70 to 2.11 mm); 0.075 would impact or otherwise affect serviceability.
in. nominal (1.91 mm).
8. Test Methods
4.2.6 Grade 6—0.081 to 0.099 in. (2.06 to 2.51 mm); 0.090
in. nominal (2.29 mm). 8.1 Conditioning—Condition the test specimens in accor-
dance with Procedure A of Method D 618 where conditioning
4.2.7 Grade 7—0.108 to 0.132 in. (2.74 to 3.35 mm); 0.120
in. nominal (3.05 mm). is required.
8.2 Length and Width—Laythepanelontheflatsurfaceand
4.3 Within the classification of grade and class of composite
panel described in this specification are commercial products measu
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