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ASTM D1037-99

(Test Method)

Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials

SCOPE
1.1 These test methods cover the determination of the properties of wood-base fiber and particle panel materials as follows:  
Sections Size and Appearance of Boards (7-10 )
Strength Properties: Static Bending (11-20)
Tensile Strength Parallel to Surface (21-27)
Tensile Strength Perpendicular to Surface (28-33)
Compression Strength Parallel to Surface (34-40)
Fastener Holding Tests
Lateral Nail Resistance Test (41-46)
Nail Withdrawal Test (47-53)
Nail-Head Pull-Through Test (54-60)
Direct Screw Withdrawal Test (61-67)
Hardness Test (68-73)
Hardness Modulus Test (74-80)
Shear Strength in the Plane of the Board (81-86)
Glue-Line Shear Test (Block Type) (87-90)
Falling Ball Impact Test (91-95)
Abrasion Resistance by the U.S. Navy Wear Tester (96-99)
Moisture Tests:
  Water Absorption and Thickness Swelling (100-107)
Linear Variation with Change in Moisture Content (108-111))
Accelerated Aging (112-118)
Cupping and Twisting (119)
Moisture Content and Specific Gravity (120-121)
Interlaminar Shear (122-129)
Edgewise Shear (130-136)
Compression-Shear Test (137-146)
1.2 There are accepted basic test procedures for various fundamental properties of materials that may be used without modification for evaluating certain properties of wood-based fiber and particle panel materials. These test methods are included elsewhere in the Annual Book of ASTM Standards. The pertinent ones are listed in Table 1. A few of the test methods referenced are for construction where the wood-base materials often are used.  
1.3 The values stated in inch-pound units are to be regarded as the standard. The metric equivalents of inch-pound units may be approximate.  
1.4 This standard does not purport to address all of the safety problems, 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

Status
Historical
Publication Date
09-Apr-1999
ICS
79.040 - Wood, sawlogs and sawn timber
Technical Committee
D07 - Wood
Drafting Committee
D07.03 - Panel Products
Current Stage
Ref Project

Relations

Replaced By
ASTM D1037-06 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
Effective Date
15-Oct-2006
Referred By
ASTM C1278/C1278M-17 - Standard Specification for Fiber-Reinforced Gypsum Panel
Effective Date
10-Apr-1999
Referred By
ASTM D6815-22a - Standard Specification for Evaluation of Duration of Load and Creep Effects of Wood and Wood-Based Products
Effective Date
10-Apr-1999
Referred By
ASTM D7033-22 - Standard Practice for Establishing Design Capacities for Oriented Strand Board (OSB) Wood-Based Structural-Use Panels
Effective Date
10-Apr-1999
Referred By
ASTM D7857-16 - Standard Test Method for Evaluating the Flexural Properties and Internal Bond Strength of Fire-Retarded Mat-Formed Wood Structural Composite Panels Exposed to Elevated Temperatures
Effective Date
10-Apr-1999
Referred By
ASTM D5457-23 - Standard Specification for Computing Reference Resistance of Wood-Based Materials and Structural Connections for Load and Resistance Factor Design
Effective Date
10-Apr-1999
Referred By
ASTM D2126-20 - Standard Test Method for Response of Rigid Cellular Plastics to Thermal and Humid Aging
Effective Date
10-Apr-1999
Referred By
ASTM D5651-21 - Standard Test Method for Surface Bond Strength of Wood-Base Fiber and Particle Panel Materials
Effective Date
10-Apr-1999
Referred By
ASTM D7672-19 - Standard Specification for Evaluating Structural Capacities of Rim Board Products and Assemblies
Effective Date
10-Apr-1999
Referred By
ASTM C208-22 - Standard Specification for Cellulosic Fiber Insulating Board
Effective Date
10-Apr-1999
Referred By
ASTM D2394-17(2022) - Standard Test Methods for Simulated Service Testing of Wood and Wood-Based Finish Flooring
Effective Date
10-Apr-1999
Referred By
ASTM D8391-22e1 - Standard Specification for Demonstrating Equivalent Fire Performance for Wood-Based Floor Framing Members to Unprotected 2 by 10 Dimension Lumber or Equal-Sized Structural Composite Lumber
Effective Date
10-Apr-1999
Referred By
ASTM C1705/C1705M-09(2023) - Standard Specification for Structural Cementitious Panels
Effective Date
10-Apr-1999
Referred By
ASTM D2719-19 - Standard Test Methods for Wood Structural Panels in Shear Through-the-Thickness
Effective Date
10-Apr-1999
Referred By
ASTM C656-17(2023) - Standard Specification for Structural Insulating Board, Calcium Silicate
Effective Date
10-Apr-1999

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ASTM D1037-99 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel MaterialsASTM D1037-99 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
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ASTM D1037-99 - Standard Test Methods for Evaluating Properties of Wood-Base Fiber and Particle Panel Materials
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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 1037 – 99
Standard Test Methods for
Evaluating Properties of Wood-Base Fiber and Particle
1
Panel Materials
This standard is issued under the fixed designation D1037; 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.
This standard has been approved for use by agencies of the Department of Defense.
INTRODUCTION
The test methods presented herein have been developed and are presented to serve two distinct
purposes. They are divided into two parts, Parts A and B, depending on the purpose for which they
are intended. The choice between a particular test method and its alternative should be made with a
full understanding of the intended purpose of each, because values obtained from tests may, in some
cases, differ. Of the test methods presented in both parts, some have been in generally accepted use
for many years, some are modifications and refinements of previously developed test methods, and
some are more recent developments. Where test methods are suitable for more than one of the
purposes, they are delineated in PartA, but not repeated in Part B. It is the intent that reference to the
appropriate section of the test method shall suffice in specifications developed for the different
materials.
Part A. General Test Methods for Evaluating the Basic Properties of Wood-Base Fiber and Particle
Panel Materials—PartAis for use in obtaining basic properties suitable for comparison studies with
other materials of construction. These refined test methods are applicable for this purpose to all
materials covered by Definitions D1554.
Part B. Acceptance and Specification Test Methods for Hardboard—Part B is for specific use in
specifications for procurement and acceptance testing of hardboard. These test methods are generally
employed for those purposes in the industry. By confining their intended use as indicated, it has been
possible to achieve adequate precision of results combined with economy and speed in testing, which
are desirable for specification use.
PART A—GENERAL TEST METHODS FOR EVALUATING THE BASIC PROPERTIES OF WOOD-BASE
FIBER AND PARTICLE PANEL MATERIALS
1. Scope
Lateral Nail Resistance Test 41-46
Nail Withdrawal Test 47-53
1.1 These test methods cover the determination of the
Nail-Head Pull-Through Test 54-60
properties of wood-base fiber and particle panel materials as
Direct Screw Withdrawal Test 61-67
Hardness Test 68-73
follows:
Hardness Modulus Test 74-80
Sections
Shear Strength in the Plane of the Board 81-86
Size and Appearance of Boards 7-10
Glue-Line Shear Test (Block Type) 87-90
Strength Properties: Static Bending 11-20
Falling Ball Impact Test 91-95
Tensile Strength Parallel to Surface 21-27
Abrasion Resistance by the U.S. Navy Wear Tester 96-99
Tensile Strength Perpendicular to Surface 28-33
Moisture Tests:
Compression Strength Parallel to Surface 34-40
Water Absorption and Thickness Swell-
ing 100-107
Fastener Holding Tests:
Linear Variation with Change in
Moisture Content 108-111
Accelerated Aging 112-118
Cupping and Twisting 119
1
These test methods are under the jurisdiction of ASTM Committee D-7 on
Moisture Content and Specific Gravity 120–121
Wood and are the direct responsibility of Subcommittee D07.03 on Panel Products.
Interlaminar Shear 122-129
Current edition approved April 10, 1999. Published July 1999. Originally
Edgewise Shear 130-136
published as D1037–49. Last previous edition D1037–96a.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
D1037–99
2
Sandwich Constructions or Sandwich Cores
Compression-Shear Test 137-146
D143 Methods of Testing Small Clear Specimens of Tim-
1.2 There are accepted basic test procedures for various
3
ber
fundamental properties of materials that may be used without
D905 Test Method for Strength Properties of Adhesive
modification for evaluating certain properties of wood-based
4
Bonds in Shear by Compression Loading
fiber and particle panel materials. These test methods are
D1554 Definitions of Terms Relating to Wood-Base Fiber
included elsewhere in the Annual Book of ASTM Standards. 3
and Particle Panel Materials
The pertinent ones are listed in Table 1. A few of the test
3
D3501 Methods of Testing Plywood in Compression
methods referenced are for construction where the wood-base
materials often are used.
3. Significance and Use
1.3 The values stated in inch-pound units are to be regarded
3.1 These test methods cover small-specimen tests for
as the standard. The metric equivalents of inch-pound units
wood-base fiber an
...

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4.1 Machining tests are made to determine the working qualities and characteristics of different species of wood and of different wood-based panel materials under a variety of machine operations such as are encountered in commercial manufacturing practice. The tests provide a systematic basis for comparing the behavior of different products with respect to woodworking machine operations and of evaluating their potential suitability for certain uses where these properties are of prime importance.
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1.3 Several factors enter into any complete appraisal of the machining properties of a given wood or wood-base panel. Quality of finished surface is recommended as the basis for evaluation of machining properties. Rate of dulling of cutting tools and power consumed in cutting are also important considerations but are beyond the scope of these test methods.  
1.4 Although the methods presented include the results of progressive developments in the evaluation of machining properties, further improvements are anticipated. For example, by present procedures, quality of the finished surface is evaluated by visual inspection, but as new mechanical or physical techniques become available that will afford improved precision of evaluation, they should be employed.  
1.5 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.  
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Standard Practice for Establishing Structural Grades and Related Allowable Properties for Visually Graded Lumber

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3.1 Need for Lumber Grading:  
3.1.1 Individual pieces of lumber, as they come from the saw, represent a wide range in quality and appearance with respect to freedom from knots, cross grain, shakes, and other characteristics. Such random pieces likewise represent a wide range in strength, utility, serviceability, and value. One of the obvious requirements for the orderly marketing of lumber is the establishment of grades that permit the procurement of any required quality of lumber in any desired quantity. Maximum economy of material is obtained when the range of quality-determining characteristics in a grade is limited and all pieces are utilized to their full potential. Many of the grades are established on the basis of appearance and physical characteristics of the piece, but without regard for mechanical properties. Other grades, called structural or stress grades, are established on the basis of features that relate to mechanical properties. The latter designate near-minimum strength and near-average stiffness properties on which to base structural design.  
3.1.2 The development of this practice is based on extensive research covering tests of small clear specimens and of full-sized structural members. Detailed studies have included the strength and variability of clear wood, and the effect on strength from various factors such as density, knots (See Terminology D9), and other defects, seasoning, duration of stress, and temperature.  
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SCOPE
1.1 This practice (1, 2)2 covers the basic principles for establishing related unit stresses and stiffness values for design with visually-graded solid sawn structural lumber. This practice starts with property values from clear wood specimens and includes necessary procedures for the formulation of structural grades of any desired strength ratio.  
1.2 The grading provisions used as illustrations herein are not intended to establish grades for purchase, but rather to show how stress-grading principles are applied. Detailed grading rules for commercial stress grades which serve as purchase specifications are established and published by agencies which formulate and maintain such rules and operate inspection facilities covering the various species.  
1.3 The material covered in this practice appears in the following order:    
Section  
Scope  
1  
Significance and Use  
3  
Basic Principles of Strength Ratios  
4  
Estimation and Limitation of Growth Characteristics  
5  
Allowable Properties for Timber Design  
6  
Modification of Allowable Properties for Design Use  
7  
Example of Stress-Grade Development  
8  
1.4 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.  
1.5 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.6 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trad...

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  • Standard
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    English language
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ASTM
ASTM D2915-17(2022)(Practice)
Standard Practice for Sampling and Data-Analysis for Structural Wood and Wood-Based Products

ABSTRACT
This practice covers sampling and analysis procedures for the investigation and evaluation of allowable properties of specified populations of stress-graded structural lumber. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. The population shall be clearly defined where it may be necessary to specify the following: (1) grade name and description, (2) geographical area over which sampling will take place, (3) species or species group, (4) time span for sampling (5) lumber size, and (6) moisture content. Two statistical techniques are described under this practice, namely: parametric and nonparametric analysis. The sampling methods include: (1) random sampling, (2) sampling with unequal probabilities, and (3) sequential sampling. Selection and method of determining sample size are detailed. The results of the tests performed shall be presented as (1) a set of summarizing statistics, and (2) an appendix of unadjusted individual test specimen results. The procedures and requirements for analysis of results are detailed and includes the following: (1) adjustment factors used to reduce the test statistics to the level of allowable properties, (2) formula for calculating apparent modulus of elasticity, sample mean, sample standard deviation, and confidence interval for the mean (3) sample nonparametric percent point estimate, (4) nonparametric lower tolerance limit, (5) parametric point estimate, (6) lower parametric tolerance limit, and (7) histogram and empirical cumulative distribution function. This practice does not specify the action to be taken after the results have been analyzed.
SCOPE
1.1 This practice covers sampling and analysis procedures for the investigation of specified populations of wood and wood-based structural products referred to in this standard as products. Appropriate product standards should be referenced for presentation requirements for data. Depending on the interest of the user, the population from which samples are taken may range from the products produced at a specific manufacturing site to all the products produced in a particular grade from a particular geographic area, during some specified interval of time. This practice generally assumes that the population is sufficiently large so that, for sampling purposes, it may be considered infinite. Where this assumption is inadequate, that is, the population is assumed finite, many of the provisions of this practice may be employed but the sampling and analysis procedure must be designed to reflect a finite population. The statistical techniques embodied in this practice provide procedures to summarize data so that logical judgments can be made. This practice does not specify the action to be taken after the results have been analyzed. The action to be taken depends on the particular requirements of the user of the product.  
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 This practice does not purport to address the adjustment factors needed to adjust test data to standardized mechanical and environmental conditions (that is, temperature, moisture, test span, or load duration). Additionally, it provides a basis for statistical estimates that will typically require further adjustment to determine design values for use with an accepted design methodology (that is, allowable stress, limit states, or load and resistance factor design). It shall be the responsibility of the user to seek out the appropriate adjustments in specific product standards.  
1.4 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, health, and environmental prac...

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