Standard Test Method for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Retardant Treated Lumber

SIGNIFICANCE AND USE
The mechanical properties evaluated by this test method provide the following:
Data for use in developing modification factors for the allowable design properties of fire-retardant treated lumber when used at or near room temperatures (see 6.3).
Data for use in developing modification factors for allowable design properties of fire-retardant treated lumber when exposed to elevated temperatures and humidity (see 6.4).
Data (optional) for use in modifying these factors for size effects when fire-retardant treated lumber is used at or near room temperature and when exposed to elevated temperatures and humidity (see 6.5).
Data from the first two procedures in this test method of evaluation are indicative only for that species.
Note 1—The results of the three listed species (Southern pine, Douglas fir, and either white spruce or a Spruce/Fir mixture) may be used together to make inference on untested wood species because the three tested species represent the full spectrum of expected treatability.
Data from the optional third part of this three-part method of evaluation are indicative for all species because it is primarily used to assess size effects.
SCOPE
1.1 This test method covers procedures for obtaining data to assess the initial adjustments to allowable design stresses for lumber treated with candidate commercial fire-retardant (FR) formulations and further procedures for obtaining data to assess the effect of extended exposure to elevated temperature of 66 ± 2°C (150 ± 4°F).
1.2 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.

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ASTM D5664-10 - Standard Test Method for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Retardant Treated Lumber
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REDLINE ASTM D5664-10 - Standard Test Method for Evaluating the Effects of Fire-Retardant Treatments and Elevated Temperatures on Strength Properties of Fire-Retardant Treated Lumber
English language
6 pages
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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:D5664 −10
Standard Test Method for
Evaluating the Effects of Fire-Retardant Treatments and
Elevated Temperatures on Strength Properties of Fire-
1
Retardant Treated Lumber
This standard is issued under the fixed designation D5664; 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.
1. Scope 2.2 Other Standards:
AWPA C20 Lumber—FireRetardantTreatmentbyPressure
1.1 This test method covers procedures for obtaining data to
3
Processes
assess the initial adjustments to allowable design stresses for
NFPA 703 Standard for Fire Retardant Impregnated Wood
lumber treated with candidate commercial fire-retardant (FR)
4
and Fire Retardant Coatings for Building Materials
formulations and further procedures for obtaining data to
U.S. Product Standards PS 20 American Softwood Lumber
assess the effect of extended exposure to elevated temperature
5
Standard
of 66 6 2°C (150 6 4°F).
1.2 This standard does not purport to address all of the
3. Terminology
safety concerns, if any, associated with its use. It is the
3.1 Definitions—Definitions used in this test method are in
responsibility of the user of this standard to establish appro-
accordance with Terminologies D9 and E176 and Nomencla-
priate safety and health practices and determine the applica-
ture D1165.
bility of regulatory limitations prior to use.
4. Summary of Test Method
2. Referenced Documents
2
4.1 Thegeneralobjectivesofthistestmethodaretodevelop
2.1 ASTM Standards:
data to adjust allowable design stresses of FR-treated lumber
D9 Terminology Relating to Wood and Wood-Based Prod-
for the initial effects for the tested FR-formulation(s) and to
ucts
develop data on in-service thermal stability after extended
D143 Test Methods for Small Clear Specimens of Timber
exposure to environmental conditions up to 66 6 2°C (150 6
D1165 Nomenclature of Commercial Hardwoods and Soft-
4°F) and ≥50 % relative humidity.
woods
D3500 Test Methods for Structural Panels in Tension
4.2 Procedure 1—This procedure uses small clear speci-
D4761 Test Methods for Mechanical Properties of Lumber
mens cut from end-matched nominal 2 by 4 (38 by 89-mm)
and Wood-Base Structural Material
dimension lumber (see Fig. 1) to compare the initial effects of
D5516 TestMethodforEvaluatingtheFlexuralPropertiesof
fire-retardant treatments to untreated controls for bending,
Fire-Retardant Treated Softwood Plywood Exposed to
tension parallel, compression parallel, and horizontal shear
Elevated Temperatures
properties.
D6841 Practice for Calculating Design Value Treatment
4.3 Procedure 2—This procedure uses small clear speci-
Adjustment Factors for Fire-Retardant-Treated Lumber
mens cut from end matched nominal 2 by 4 (38 by 89-mm)
E84 Test Method for Surface Burning Characteristics of
dimension lumber. This second set of specimens is used to
Building Materials
assess the differential trends between end-matched fire-
E176 Terminology of Fire Standards
retardant treated and untreated specimens on bending and
tension parallel properties over the course of a prolonged
1
exposure to elevated temperature.
This test method is under the jurisdiction of ASTM Committee D07 on Wood
and is the direct responsibility of Subcommittee D07.07 on Fire Performance of
Wood.
CurrenteditionapprovedJune1,2010.PublishedJuly2010.Originallyapproved
3
in 1995. Last previous edition approved in 2008 as D5664 – 08. DOI: 10.1520/ Available from American Wood Protection Association (AWPA), P.O. Box
D5664-10. 361784, Birmingham, AL 35236-1784, http://www.awpa.com.
2 4
For referenced ASTM standards, visit the ASTM website, www.astm.org, or Available from National Fire Protection Association (NFPA), 1 Batterymarch
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Park, Quincy, MA 02169-7471, http://www.nfpa.org.
5
Standards volume information, refer to the standard’s Document Summary page on Available from American Lumber Standard Committee, Incorporated (ALSC),
the ASTM website. P.O. Box 210, Germantown, MD 20875-0210, http://www.alsc.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D5664−10
6. Procedures
6.1 Treatment:
6.1.1 Pressure treat those pieces designated for treatment
with the fire-retardant formulation being evaluated. The gage
retention level of each charge shall not be less than the
midpoint of the retention range as specified for the species by
the agency certifying the flame spread index of the treated
lumber. The retention range specified by the certifying agency
...

This document is not anASTM standard and is intended only to provide the user of anASTM 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:D5664–08 Designation: D5664 – 10
Standard Test Method for
Evaluating the Effects of Fire-Retardant Treatments and
Elevated Temperatures on Strength Properties of Fire-
1
Retardant Treated Lumber
This standard is issued under the fixed designation D5664; 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.
1. Scope
1.1 This test method covers procedures for obtaining data to assess the initial adjustments to allowable design stresses for
lumber treated with candidate commercial fire-retardant (FR) formulations and further procedures for obtaining data to assess the
effect of extended exposure to elevated temperature of 66 6 2°C (150 6 4°F).
1.2 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.
2. Referenced Documents
2
2.1 ASTM Standards:
D9 Terminology Relating to Wood and Wood-Based Products
D143 Test Methods for Small Clear Specimens of Timber
D1165 Nomenclature of Commercial Hardwoods and Softwoods
D3500 Test Methods for Structural Panels in Tension
D4761 Test Methods for Mechanical Properties of Lumber and Wood-Base Structural Material
D5516 Test Method for Evaluating the Flexural Properties of Fire-Retardant Treated Softwood Plywood Exposed to Elevated
Temperatures
D6841 Practice for Calculating Design Value Treatment Adjustment Factors for Fire-Retardant-Treated Lumber
E84 Test Method for Surface Burning Characteristics of Building Materials
E176 Terminology of Fire Standards
2.2 Other Standards:
3
AWPA C20 Lumber—Fire Retardant Treatment by Pressure Processes
4
NFPA 703 Standard for Fire Retardant Impregnated Wood and Fire Retardant Coatings for Building Materials
5
U.S. Product Standards PS 20 American Softwood Lumber Standard
3. Terminology
3.1 Definitions—Definitions used in this test method are in accordance with Terminologies D9 and E176 and Nomenclature
D1165.
4. Summary of Test Method
4.1 The general objectives of this test method are to develop data to adjust allowable design stresses of FR-treated lumber for
the initial effects for the tested FR-formulation(s) and to develop data on in-service thermal stability after extended exposure to
environmental conditions up to 66 6 2°C (150 6 4°F) and$50 % relative humidity.
4.2 Procedure 1—This procedure uses small clear specimens cut from end-matched nominal 2 by 4 (38 by 89-mm) dimension
lumber (see Fig. 1) to compare the initial effects of fire-retardant treatments to untreated controls for bending, tension parallel,
compression parallel, and horizontal shear properties.
1
This test method is under the jurisdiction of ASTM Committee D07 on Wood and is the direct responsibility of Subcommittee D07.07 on Fire Performance of Wood.
Current edition approved Aug.June 1, 2008.2010. Published September 2008.July 2010. Originally approved in 1995. Last previous edition approved in 20022008 as
D5664 – 028. DOI: 10.1520/D5664-108.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
3
Available from American Wood Protection Association (AWPA), P.O. Box 361784, Birmingham, AL 35236-1784, http://www.awpa.com.
4
Available from National Fire Protection Association (NFPA), 1 Batterymarch Park, Quincy, MA 02169-7471, http://www.nfpa.org.
5
Available from American Lumber Standard Committee, Incorporated (ALSC), P.O. Box 210, Germantown, MD 20875-0210, http://www.alsc.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D5664 – 10
FIG. 1 Hypothetical Cutting Patterns to Obtain One Bending, Two
Tension Parallel, One Compression Parallel, One Block Shear,
and One Specific Gravity Block from Each 1.2-m (4-ft) Lumber
Specimen
4.3 Procedure 2—This procedure uses small clear specimens cut from end matched nominal 2 by 4 (38 by 89-mm) dimension
lumber. This second set of specimens is used to assess the differential trends between end-matched fire-ret
...

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