National Voluntary Laboratory Accreditation Program (NVLAP) Information Collection System

National Voluntary Laboratory Accreditation Program (NVLAP) Information Collection System

Wood Based Products

National Voluntary Laboratory Accreditation Program (NVLAP) Information Collection System

OMB: 0693-0003

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DATE: ____________________

NVLAP LAB CODE: __________________

WOOD-BASED PRODUCTS
TEST METHOD SELECTION LIST
Instructions: Check those test methods for which you are requesting accreditation.
An asterisk (*) or a double asterisk (**) beside the NVLAP Test Method Code indicates that
proficiency testing is required. The double asterisk indicates test methods that require visual
estimates of percent wood failure. The double-asterisk test methods will be conducted similar
to the other proficiency testing; however, since quantified measurements are unavailable, only
relative comparisons can be made.
Notification will be given for the required proficiency testing by NVLAP and/or a NVLAP
contractor, and the results of both types of proficiency testing will be reported in a single Tech
Brief or in separate Tech Briefs.
Test Method Designations in parentheses indicate Canadian test methods. These test
methods were found comparable for purposes of accreditation only (see NIST Handbook 150,
5.4.2).
NVLAP Test
Method Code

Test Method
Designation

Short Title

______ 23/F01*

ASTM E84

Surface Burning Characteristics of Building Materials

______ 23/F02

ASTM E906

Heat and Visible Smoke Release Rates for Materials
and Products

______ 23/F03

ASTM E1354

Heat and Visible Smoke Release Rates for Materials
and Products Using an Oxygen Consumption
Calorimeter

FIRE TESTS

GENERAL WOOD PRODUCTS
To avoid duplication in the list of test methods within each category, the General Wood
Products listing represents those methods that would appear under more than one category.
Several test methods that did not fit specifically into any of the other categories are also listed
here.
______ 23/G01

ASTM D906
(CSA 0112.0-M Series
1977)

Strength Properties of Adhesives in Plywood Type
Construction in Shear by Tension Loading
(CSA Standards for Wood Adhesives, Sec. 0112.0-M:
Clause 3.2: Plywood Shear Test)

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NVLAP WOOD-BASED PRODUCTS APPLICATION (REV. 2006-08-22)
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DATE: ____________________

NVLAP LAB CODE: __________________

______ 23/G02*

ASTM D1037
(Part A, Sec. 11-20)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials-Part A, Sec. 11-20: Static
Bending

______ 23/G02a*

ANSI A208.1-1999
(Sec. 3.3.7)

Particleboard, Sec. 3.3.7: Modulus of Rupture and
Modulus of Elasticity

______ 23/G02b*

ANSI A208.2-2002
(Sec. 3.3.6)

Medium Density Fiberboard, Sec. 3.3.6: Modulus of
Rupture and Modulus of Elasticity

______ 23/G03

ASTM D1037
(Part A, Sec. 28-33)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 28-33: Tensile
Strength Perpendicular to Surface

______ 23/G03a

ANSI A208.1-1999
(Sec. 3.3.6)

Particleboard, Sec. 3.3.6: Internal Bond

______ 23/G03b

ANSI 208.2-2002
(Sec. 3.3.7)

Medium Density Fiberboard, Sec. 3.3.7: Internal Bond

______ 23/G04

ASTM D2395 (Method A)

Specific Gravity of Wood and Wood-Base Materials,
Method A: Volume by Measurement

______ 23/G05

ASTM D2718

Structural Panels in Planar Shear (Rolling Shear)

______ 23/G06

ASTM D2719 (Method C)

Structural Panels in Shear Through-the-Thickness,
Method C: Two-Rail Shear

______ 23/G07

ASTM D3043 (Method C)

Structural Panels in Flexure, Method C: Pure Moment
Test

______ 23/G08

ASTM D4442 (Method A)

Direct Moisture Content Measurement of Wood and
Wood-Base Materials, Method A: Primary Oven-Drying

______ 23/G09

ASTM D4442 (Method B)

Direct Moisture Content Measurement of Wood and
Wood-Base Materials, Method B: Secondary OvenDrying

______ 23/G10

ASTM E72 (Sec. 14)

Conducting Strength Tests of Panels for Building
Construction, Sec. 14: Racking Load

______ 23/G11

ASTM E72 (Sec. 15)

Conducting Strength Tests of Panels for Building
Construction, Sec. 15: Racking Load (Wet)

______ 23/G12

ASTM E564

Static Load Test for Shear Resistance of Framed
Walls for Buildings

______ 23/G13

ASTM E695

Measuring Relative Resistance of Wall, Floor, and
Roof Construction to Impact Loading

______ 23/G14

AFG-01-84 (Sec. 3.1)

Adhesives for Field-Gluing Plywood to Wood Framing,
Sec. 3.1: Shear Strength (APA)

______ 23/G15

AFG-01-84 (Sec. 3.2)

Adhesives for Field-Gluing Plywood to Wood Framing,
Sec. 3.2: Durability (APA)

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DATE: ____________________

NVLAP LAB CODE: __________________

______ 23/G16

ASTM E489

Tensile Strength Properties of Metal Connector Plates

______ 23/G17

ASTM E767

Shear Strength Properties of Metal Connector Plates

______ 23/G18

ASTM D1761 (Sec. 41-52)

Mechanical Fasteners in Wood, Sec. 41-52: Joist
Hanger Tests

______ 23/G19

ASTM E72 (Sec. 9)

Conducting Strength Tests of Panels for Building
Construction, Sec. 9: Compressive Load

______ 23/G20

ASTM E72 (Sec. 11, 17, 20) Conducting Strength Tests of Panels for Building
Construction, Sec. 11, 17, 20: Transverse Load

______ 23/G21

ASTM E72 (Sec. 13, 18, 21) Conducting Strength Tests of Panels for Building
Construction, Sec. 13, 18, 21: Concentrated Load

______ 23/G22

ASTM D5764

Evaluating Dowel-Bearing Strength of Wood and
Wood-Base Products

______ 23/G23

ASTM E1803

Determining Structural Capacities of Insulated Panels

______ 23/G24

ASTM D2394 (Sec. 33-37)

Simulated Service Testing of Wood and Wood-Base
Finish Flooring, Sec. 33-37: Coefficient of Friction

______ 23/G25

CSA 0112.9-04
(except Sec. 5.1 & 5.2)

Evaluation of Adhesives for Structural Wood Products
(Exterior Exposure) (except Sections 5.1 and 5.2)

______ 23/G26

ASTM E455

Static Load Testing of Framed Floor or Roof
Diaphragm Constructions for Buildings

______ 23/G27

ASTM D5266

Practice for Estimating the Percentage of Wood
Failure in Adhesive Bonded Joints

HARDWOOD PLYWOOD
______ 23/H01

ANSI/HPVA HP-1-2004
(Sec. 4.3)

American National Standard for Hardwood and
Decorative Plywood, Sec. 4.3: Dry Shear Test

______ 23/H02

ANSI/HPVA HP-1-2004
(Sec. 4.4)

American National Standard for Hardwood and
Decorative Plywood, Sec. 4.4: Cyclic-Boil Shear Test

______ 23/H03

ANSI/HPVA HP-1-2004
(Sec. 4.6)

American National Standard for Hardwood and
Decorative Plywood, Sec. 4.6: Three-Cycle Soak Test

______ 23/H04

ASTM E96

Water Vapor Transmission of Materials

PARTICLEBOARD AND MEDIUM-DENSITY FIBERBOARD
Formaldehyde
______ 23/T01*

ASTM E1333

Determining Formaldehyde Concentrations in Air and
Emission Rates from Wood Products Using a Large
Chamber

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DATE: ____________________

NVLAP LAB CODE: __________________

______ 23/T02*

FTM 1-83

Small Scale Method for Determining Formaldehyde
Emissions from Wood Products: Two Hour Desiccator

______ 23/T03

BS EN 120:92

Wood Based Panels-Determination of Formaldehyde
Content - Extraction Method Called the Perforator
Method (Incorporating Amendment No. 1) (English)

______ 23/T04

ASTM D5582

Determining Formaldehyde Levels from Wood
Products Using a Desiccator

______ 23/T05

ASTM D6007

Determining Formaldehyde Concentration in Air from
Wood Products Using a Small Scale Chamber

______ 23/T06

JIS A 1460:2001(E)

Building Boards Determination of Formaldehyde
Emission - Desiccator Method (English)

Physical/Mechanical Properties
______ 23/P01

ASTM D1037
(Part A, Sec. 21-27)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 21-27: Tensile
Strength Parallel to Surface

______ 23/P02

ASTM D1037
(Part A, Sec. 61-67)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 61-67: Direct
Screw Withdrawal Test

______ 23/P02a

ANSI A208.1-1999
(Sec. 3.3.9 and 3.3.10)

Particleboard, Sec. 3.3.9: Face Screw-Holding
Capacity; Sec. 3.3.10: Edge Screw-Holding Capacity

______ 23/P02b

ANSI A208.2-2002
(Sec. 3.3.8 and 3.3.9)

Medium Density Fiberboard, Sec. 3.3.8: Face ScrewHolding; Sec. 3.3.9: Edge Screw-Holding

______ 23/P03

ASTM D1037
(Part A, Sec. 68-73)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 68-73: Hardness
Test

______ 23/P04

ASTM D1037
(Part A, Sec. 81-86)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 81-86: Shear
Strength in the Plane of the Board

______ 23/P05

ASTM D1037
(Part A, Sec. 100-107)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 100-107: Water
Absorption and Thickness Swelling

______ 23/P05a

ANSI A208.1-1999
(Sec. 3.3.4)

Particleboard, Sec. 3.3.4: Thickness Swell

______ 23/P06

ASTM D1037
(Part A, Sec. 108-111)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 108-111: Linear
Variation with Change in Moisture Content

______ 23/P06a

ANSI A208.1-1999
(Sec. 3.3.3)

Particleboard, Sec. 3.3.3: Linear Expansion

______ 23/P07

ASTM D1037
(Part A, Sec. 112-118)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 112-118:
Accelerated Aging

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NVLAP WOOD-BASED PRODUCTS APPLICATION (REV. 2006-08-22)
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DATE: ____________________

NVLAP LAB CODE: __________________

______ 23/P08

ASTM D1037
(Part A, Sec. 120-121)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 120-121:
Moisture Content and Specific Gravity

______ 23/P08a

ANSI A208.1-1999
(Sec. 3.3.1)

Particleboard, Sec. 3.3.1: Moisture Content

______ 23/P08b

ANSI A208.2-2002
(Sec. 3.3.1)

Medium Density Fiberboard, Sec. 3.3.1: Moisture
Content

______ 23/P09

ANSI A208.1
(Sec. 3.3.11)

Particleboard, Sec. 3.3.11: Concentrated Loading

SANDWICH CONSTRUCTIONS
______ 23/X01

ASTM C273

Shear Properties in Flatwise Plane of Flat Sandwich
Constructions or Sandwich Cores

______ 23/X02

ATSM C297

Tensile Strength of Flat Sandwich Constructions in
Flatwise Plane

______ 23/X03

ASTM C365/C365M

Flatwise Compressive Properties of Sandwich Cores

______ 23/X04

ASTM C393

Flexural Properties of Flat Sandwich Constructions

______ 23/X05

ASTM C480

Flexure-Creep of Sandwich Constructions

______ 23/X06

ASTM C481

Laboratory Aging of Sandwich Constructions

______ 23/X07

ASTM D1183

Resistance of Adhesive to Cyclic Laboratory Aging
Conditions

STRUCTURAL, COMPOSITE LUMBER, GLULAM, I-JOISTS, LAMINATED VENEER
LUMBER
______ 23/J01

ASTM D143 (Sec. 8)

Small Clear Specimens of Timber, Sec. 8: Static
Bending

______ 23/J02

ASTM D143 (Sec. 14)

Small Clear Specimens of Timber, Sec. 14: Shear
Parallel to Grain

______ 23/J03

ASTM D143 (Sec. 16)

Small Clear Specimens of Timber, Sec. 16: Tension
Parallel to Grain

______ 23/J04

ASTM D198 (Sec. 4-11)

Static Tests of Timbers in Structural Sizes, Sec. 4-11:
Flexure

______ 23/J05

ASTM D198 (Sec. 28-35)

Static Tests of Timbers in Structural Sizes, Sec. 28-35:
Tension Parallel to Grain

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DATE: ____________________

NVLAP LAB CODE: __________________

______ 23/J06

ASTM D905
(CSA 0112.0-M Series
1977)

Strength Properties of Adhesive Bonds in Shear by
Compression Loading (CSA Standards for Wood
Adhesives, Sec. 0112.0-M: Clause 3.1: Shear Strength
by Compression Loading)

______ 23/J07

ASTM D1037
(Part A, Sec. 87-90)

Evaluating the Properties of Wood-Base Fiber and
Particle Panel Materials, Part A, Sec. 87-90: Glue-Line
Shear (Block Type)

______ 23/J08

ASTM D1101

Integrity of Glue Joints in Structural Laminated Wood
Products for Exterior Use

______ 23/J09

ASTM D1761 (Sec. 1-11)

Mechanical Fasteners in Wood, Sec. 1-11: Nail,
Staple, or Screw Withdrawal

______ 23/J10

ASTM D2559
(Resistance to Shear)

Adhesives for Structural Laminated Wood Products for
Use Under Exterior (Wet Use) Exposure Conditions:
Resistance to Shear by Compression Loading

______ 23/J11a

ASTM D2559
(Resistance to
Delamination)

Adhesives for Structural Laminated Wood Products for
Use Under Exterior (Wet Use) Exposure Conditions:
Resistance to Delamination During Accelerated
Exposure

______ 23/J11b

CSA 0112.0 - M Series
1977:Clause 3.3

CSA Standards for Wood Adhesives, Sec. 0112.0-M:
Clause 3.3, Delamination Test

______ 23/J12

ASTM D4688

Evaluating Structural Adhesives for Fingerjointing
Lumbers

______ 23/J13

AITC 200 (T106)

Inspection Manual for Structural Glued Laminated
Timber, T106: Strip Tension Test for End Joints (Used
in Lamination Repair) (except for "or at a load rate that
is approved by the AITC Inspection Bureau," Sec.
7.5.8.1)

______ 23/J14**

AITC 200 (T107)

Inspection Manual for Structural Glued Laminated
Timber, T107: Shear Test

______ 23/J15

AITC 200 (T110)

Inspection Manual for Structural Glued Laminated
Timber, T110: Cyclic Delamination

______ 23/J16

AITC 200 (T114)

Inspection Manual for Structural Glued Laminated
Timber, T114: Bending Test for End Joints

______ 23/J17

AITC 200 (T116)

Inspection Manual for Structural Glued Laminated
Timber, T116: Modulus of Elasticity of E-Rated Lumber
by Static Loading

______ 23/J18**

AITC 200 (T119)

Inspection Manual for Structural Glued Laminated
Timber, T119: Full Size End Joint Tension

______ 23/J19

AITC 200 (T123)

Inspection Manual for Structural Glued Laminated
Timber, T123: Sampling, Testing, and Data Analysis to
Determine Tensile Properties of Lumber

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DATE: ____________________

NVLAP LAB CODE: __________________

______ 23/J21

ASTM D3535
Resistance to Deformation Under Static Loading for
CSA 0112.0-M Series 1977) Structural Wood Laminating Adhesives Used Under
Exterior (Wet Use) Exposure Conditions (CSA
Standards for Wood Adhesives, Sec. 0112.0-M:
Clause 3.4: Creep Test)

______ 23/J22

ASTM D5572

Adhesives Used for Finger Joints in Nonstructural
Lumber Products

______ 23/J23

ASTM D5751

Adhesives Used for Laminate Joints in Nonstructural
Lumber Products

STRUCTURAL-USE PANELS
______ 23/S01

ASTM D3044

Shear Modulus of Plywood

______ 23/S02

ASTM D3500 (Method B)

Structural Panels in Tension, Method B: Tensile
Strength of Large Specimens

______ 23/S02a

ASTM D3500 (Method A)

Structural Panels in Tension, Method A: Tensile
Properties of Small Specimens

______ 23/S03

ASTM D3501 (Method B)

Plywood in Compression, Method B: Compression
Test for Large Specimens

______ 23/S04

ASTM E661

Performance of Wood and Wood-Based Floor and
Roof Sheathing Under Concentrated Static and
Impact Loads

______ 23/S05**

PS-1 (Sec. 6.1.5.2)

Construction and Industrial Plywood, Sec. 6.1.5.2:
Vacuum Pressure Test

______ 23/S06

PS-1 (Sec. 6.1.5.3)
(CAN/CSA-0325.1-88)

Construction and Industrial Plywood, Sec. 6.1.5.3:
Boiling Test (Test Methods for Construction Sheathing,
Clauses 3.1.13: Boiling; 5.15: Plywood Shear)

______ 23/S07

PS-2 (Sec. 7.1)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec 7.1:
Concentrated Static and Impact Load Test (Test
Methods for Construction Sheathing, Clause 5.26:
Concentrated Static and Impact Loads)

______ 23/S08

PS-2 (Sec. 7.2)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.2: Uniform
Load Test (Test Methods for Construction Sheathing,
Clause 5.27: Uniformly Distributed Loads)

______ 23/S09

PS-2 (Sec. 7.4)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.4:
Fastener-Holding Resistance Test (Test Methods for
Construction Sheathing, Clauses 5.23: Nail Lateral
Resistance; 5.24: Nail Withdrawal Resistance)

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DATE: ____________________

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______ 23/S10

PS-2 (Sec. 7.8)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.8: Linear
Expansion Test Measured from Oven Dry or 50 %
Relative Humidity to Vacuum-Pressure Soak (Test
Methods for Construction Sheathing, Cl. 5.8: Linear
Expansion-Oven Dry to Vacuum Pressure Soak)

______ 23/S11

PS-2 (Sec. 7.9)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.9: Linear
Expan. and Thickness Swell Test Measured after
Wetting One Side (Test Methods for Construct.
Sheathing, Clauses 5.10: Linear Expansion-One Side
Wetting; 5.11: Thick. Swell-One Side Wetting)

______ 23/S12

PS-2 (Sec. 7.10)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.10: Linear
and Thickness Expansion Test Measured by Exposure
to Relative Humidity (Test Methods for Construction
Sheathing, Clause 5.9: Linear Expansion - 50% to 90%
Relative Humidity)

______ 23/S13

PS-2 (Sec. 7.16)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.16:
Moisture Cycle Test for Bond Performance (Single
Cycle Test) (Test Methods for Construction Sheathing,
Clause 3.1.7: Single-Cycle Soak)

______ 23/S14

PS-2 (Sec. 7.17)
(CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.17:
Moisture Cycle Test for Delamination and Strength
Retention (Six-Cycle Test) (Test Methods for
Construction Sheathing, Clause 3.1.6: Six-Cycle Soak)

______ 23/S15

PS-2 (Sec. 7.18)
(Supplement No.1-92 to
CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.18: Bond
Performance Test for Plywood with Knots and
Knotholes (Test Methods for Construction Sheathing,
Clause 5.32: Concentrated Static and Impact Loads at
Location of Defect)

______ 23/S16

PS-2 (Sec. 7.19)
(Supplement No.1-92 to
CAN/CSA-0325.1-88)

Wood-Based Structural-Use Panels, Sec. 7.19: Radial
Probe Test (Test Methods for Construction Sheathing,
Clause 5.31: Radial Probe Test)

______ 23/S17

PS-2 (Sec. 7.3)

Wood-Based Structural-Use Panels, Sec. 7.3: Wall
Racking Load Test

______ 23/S18

PS-2 (Sec. 7.5)

Wood-Based Structural-Use Panels, Sec. 7.5: Large
Panel Bending Test

______ 23/S19

PS-2 (Sec. 7.6)

Wood-Based Structural-Use Panels, Sec. 7.6: Small
Static Bending Test for OSB

______ 23/S20

PS-2 (Sec. 7.7)

Wood-Based Structural-Use Panels, Sec. 7.7: Small
Static (25 mm X 125 mm [1 in. X 5 in.]) Bending Test
for Composites and Mat-Formed Panels

______ 23/S21

PS-2 (Sec. 7.11)

Wood-Based Structural-Use Panels, Sec. 7.11: Panel
Moisture Content Determination

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DATE: ____________________

NVLAP LAB CODE: __________________

______ 23/S22

PS-2 (Sec. 7.12)

Wood-Based Structural-Use Panels, Sec. 7.12: Panel
Thickness Determination

______ 23/S23

PS-2 (Sec. 7.13)

Wood-Based Structural-Use Panels, Sec. 7.13: Probe
Test for Delamination

______ 23/S24

PS-2 (Sec. 7.14)

Wood-Based Structural-Use Panels, Sec. 7.14:
Adhesive Mold Test

______ 23/S25

PS-2 (Sec. 7.15)

Wood-Based Structural-Use Panels, Sec. 7.15:
Adhesive Bacteria Test

TREATED WOOD PRODUCTS
______ 23/C01

AWPA A5 (Sec. 5)

Determination of Chloride for Calculating
Pentachlorophenol in Solution or Wood, Sec. 5

______ 23/C02

AWPA A6 (Sec. 1)

Determination of Oil-Type Preservatives in Wood by
Extraction, Sec. 1

______ 23/C03

AWPA A9

Analysis of Treated Wood and Treating Solutions by XRay Fluorescence Spectroscopy

______ 23/C04

AWPA A11

Analysis of Treated Wood and Treating Solutions by
Atomic Absorption (AA) Spectroscopy

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