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ASTM D6765-02

(Practice)

Standard Practice for Live Staking

Standard Practice for Live Staking

SIGNIFICANCE AND USE
Live staking is a soil bioengineering technique used to provide erosion and sedimentation control after plants have become fully established by increasing infiltration, slowing or redirecting runoff, and trapping seed and sediments. A successful live staking application provides mechanical surface slope stabilization, aesthetics, water quality and habitat enhancement. The ability of live staking to function properly depends on the quality and correctness of the materials utilized, the means and methods of installation, and proper consideration of site characteristics. It is imperative that the live staking develops root and top growth.
SCOPE
1.1 This practice covers the material, preparation and installation work required for live stake construction.
1.2 The values in this standard are in SI units and are to be regarded as the standard. The inch-pound units given in parentheses are for information only.
1.3 This practice offers a set of instructions for performing one or more specific operations. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or replace standard of care by which adequacy of a given professional service must be judged, nor should this document be applied without considerations of a project's many unique aspects. The word "standard" in the title of this document means only that the document has been approved through the ASTM consensus process.
1.4 This standard may involve hazardous materials, operations, and equipment. 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.

General Information

Status
Historical
Publication Date
09-May-2002
ICS
79.040 - Wood, sawlogs and sawn timber
Technical Committee
D18 - Soil and Rock
Drafting Committee
D18.25 - Erosion and Sediment Control Technology
Current Stage
Ref Project

Relations

Replaced By
ASTM D6765-02(2008) - Standard Practice for Live Staking
Effective Date
01-Jun-2008

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ASTM D6765-02 - Standard Practice for Live Staking
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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:D6765–02
Standard Practice for
Live Staking
This standard is issued under the fixed designation D 6765; 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 create top growth and a living root system. The root system
stabilizes the shallow subsoil by reinforcing and binding
1.1 This practice covers the material, preparation and instal-
together soil particles, and by extracting excess soil moisture.
lation work required for live stake construction.
The vegetative top growth from the living live stakes provides
1.2 The values in this standard are in SI units and are to be
coverforthesoilsurfaceagainsterosiveforces.SeeFig.1,Fig.
regarded as the standard. The inch-pound units given in
2, and Fig. 3.
parentheses are for information only.
1.3 This practice offers a set of instructions for performing
4. Significance and Use
one or more specific operations. This document cannot replace
4.1 Live staking is a soil bioengineering technique used to
education or experience and should be used in conjunction
provide erosion and sedimentation control after plants have
with professional judgment. Not all aspects of this practice may
become fully established by increasing infiltration, slowing or
be applicable in all circumstances. This ASTM standard is not
redirecting runoff, and trapping seed and sediments.Asuccess-
intended to represent or replace standard of care by which
ful live staking application provides mechanical surface slope
adequacy of a given professional service must be judged, nor
stabilization, aesthetics, water quality and habitat enhance-
should this document be applied without considerations of a
ment. The ability of live staking to function properly depends
project’s many unique aspects. The word “standard” in the
on the quality and correctness of the materials utilized, the
title of this document means only that the document has been
means and methods of installation, and proper consideration of
approved through the ASTM consensus process.
site characteristics. It is imperative that the live staking
1.4 This standard may involve hazardous materials, opera-
develops root and top growth.
tions, and equipment. This standard does not purport to
address all of the safety concerns, if any, associated with its
5. Materials
use. It is the responsibility of the user of this standard to
5.1 Fresh or well-preserved viable cuttings are used. The
establish appropriate safety and health practices and deter-
stems or branches are straight. Side branches are cleanly
mine the applicability of regulatory limitations prior to use.
removed. Bark remains intact. The basal ends are cut at an
angle for easy insertion into the soil. The top is cut square.
2. Terminology
Typically, plants are harvested near the project site within the
2.1 Definitions:
same climate zone.Typical lengths for live stakes are from 600
2.1.1 live stake, n—an individual live woody plant material
to 900 mm (2 to 3 ft). The caliper (diameter) of cuttings
cutting used in live staking.
1 1
generally ranges from 15 to 40 mm ( ⁄2 to 1 ⁄2 in.). Cut and
2.1.2 live staking, v—the act of tamping live woody plant
install the live stakes in the dormant season.
material cuttings into the ground.
5.2 Brush Cutting Implements—Cut live vegetation with
2.1.3 live woody plant material, n—stem and branch cut-
suchtoolsaspruningshears,loppers,clearingsaws,chainsaws,
tings of vegetatively self-propagating woody plant species.
and bush axes. The cuts must be made in a manner
...

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ASTM D2555-17a(2024)e1(Practice)
Standard Practice for Establishing Clear Wood Strength Values

ABSTRACT
This practice presents the two standard methods for determining the strength values of clear wood of different species in the unseasoned condition, unadjusted for end use, applicable to the establishment of working stresses for different solid wood products such as lumber, laminated wood, plywood, and round timbers. Method A provides for the use of the results of surveys of wood density involving extensive sampling of forest trees, in combination with the data obtained from standard strength tests. The average strength properties are obtained from wood density survey data through linear regression equations establishing the relation of specific gravity to the several strength properties. Method B, on the other hand, provides for the establishment of tables of strength values based on standard tests of small clear specimens in the unseasoned condition for use when data from density surveys are not available. Separate tables are employed to present the data on woods grown in the United States and on woods grown in Canada. Guidelines for the interpretation of the data in terms of assigned values, information basic to the translation of the clear wood values into working stresses, presently available data with appropriate provisions for their application and use, and methods for estimating some useful mechanical properties by relating them to other properties are presented herein as well.
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1.1 This practice covers the determination of strength values for clear wood of different species in the unseasoned condition, unadjusted for end use, applicable to the establishment of design values for different solid wood products such as lumber, laminated wood, plywood, and round timbers. Presented are:  
1.1.1 Procedures by which test values obtained on small clear specimens may be combined with density data from extensive forest surveys to make them more representative,  
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1.1.3 Information basic to the translation of the clear wood values into design values for different solid wood products for different end uses.  
1.1.4 For species where density survey data are not as yet available for the re-evaluation of average strength properties, the presently available data from tests made under the sampling methods and procedures of Test Methods D143 or Practice E105 are provided with appropriate provision for their application and use. Because of the comprehensive manner in which the density survey is undertaken, it follows that the re-evaluated strength data are intended to be representative of the forest stand, or rather large forest subdivisions.  
1.1.5 Some useful mechanical properties (tensile strengths parallel and perpendicular to grain, modulus of rigidity for a longitudinal-transverse plane, and transverse modulus of elasticity) have not been extensively evaluated. Methods are described for estimating these properties by their relation to other properties.  
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.  
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ASTM D143-23(Test Method)
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4.1 These test methods cover tests on small clear specimens of wood that are made to provide the following:  
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SCOPE
1.1 These test methods cover the determination of various strength and related properties of wood by testing small clear specimens.  
1.1.1 These test methods represent procedures for evaluating the different mechanical and physical properties, controlling factors such as specimen size, moisture content, temperature, and rate of loading.  
1.1.2 Sampling and collection of material is discussed in Practice D5536. Sample data, computation sheets, and cards have been incorporated, which were of assistance to the investigator in systematizing records.  
1.1.3 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. When a weight is prescribed, the basic inch-pound unit of weight (lbf) and the basic SI unit of mass (Kg) are cited.  
1.2 The procedures for the various tests appear in the following order:    
Sections  
Photographs of Specimens  
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Control of Moisture Content and Temperature  
6  
Record of Heartwood and Sapwood  
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Static Bending  
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Compression Parallel to Grain  
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Impact Bending  
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Toughness  
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Compression Perpendicular to Grain  
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Hardness  
13  
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Tension Parallel to Grain  
16  
Tension Perpendicular to Grain  
17  
Nail Withdrawal  
18  
Specific Gravity and Shrinkage in Volume  
19  
Radial and Tangential Shrinkage  
20  
Moisture Determination  
21  
Permissible Variations  
22  
Calibration  
23  
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ASTM D4445-23(Test Method)
Standard Test Method for Fungicides for Controlling Sapstain and Mold on Unseasoned Lumber (Laboratory Method)

SIGNIFICANCE AND USE
5.1 This test method is useful as a screening procedure for selecting fungicides or formulations for more rigorous field evaluation.
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1.1 This (laboratory) test method is used for determining the minimum concentration of fungicide, or formulation of fungicides, that is effective in preventing biodeterioration by sapstain fungi and molds in selected species of wood under optimum laboratory conditions.  
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SIGNIFICANCE AND USE
4.1 This practice covers procedures of sampling for obtaining small, clear wood specimens which, when tested in accordance with Test Methods D143 and, in conjunction with full-size product tests, will provide mechanical properties for use in deriving design properties for lumber, panels, poles, house logs, and other products.  
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ABSTRACT
This guide covers the selection and use of procedures for testing exterior wood stains. This includes both water borne and solvent borne semitransparent and opaque stains. The different conditions that affect coatings are presented in details. The balance of properties must be considered when establishing the requirements and selecting the tests. The different test methods in determining the liquid coating properties are enumerated and discussed. The different methods in determining the coating application and film formation are presented and discussed in details. The different test methods of determining the appearance of dry films are presented. The different test method of determining the dry coating properties are presented in details. The different test methods and practices in performing the chemical analysis of exterior woods are presented in details. Although many of the recommended test methods attempt to simulate conditions under which coatings are applied and used, it is not possible to duplicate accurately all possible conditions. Testing materials, including appropriate controls, under field conditions is recommended for the final evaluation of suitability.
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Note 1: The term “opaque stain” is defined as a pigmented composition intended for use on wooden surfaces to produce a uniform finish that obscures the grain and color of the wood, but not its surface texture; also called solid color or solid hide.
Note 2: The term “semitransparent” is defined as a pigmented composition intended for use on wooden surfaces to produce a uniform finish that does not fully obscure the grain or the texture of the wood.
Note 3: The term “clear” is defined as a transparent composition intended for use on wooden surfaces to produce a uniform finish that does not obscure the grain or texture of the wood.  
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SIGNIFICANCE AND USE
4.1 The purpose of this test method is to provide a relative measurement of the combustibility of fire-retardant-treated wood specimens based on their percentage loss in weight under controlled fire exposure conditions (1).3 In addition, other possible data include rate of weight loss, time of flaming and afterglowing, increase in temperature, and maximum vertical flame progress.  
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1.1 This test method covers fire-tube test procedures for fire tests for combustible properties of wood treated to reduce flammability. This test method relates to properties of treated wood, as such, rather than to the performance of a fabrication used as an element of construction. Performance under this test method shall be as prescribed in requirements applicable to materials intended for specific uses.  
1.2 This test method is a fire-test-response standard.  
1.3 The SI values given in parentheses are provided for information purposes only.  
1.4 This standard is used to measure and describe the response of materials, products, or assemblies to heat and flame under controlled conditions, but does not by itself incorporate all factors required for fire hazard or fire risk assessment of the materials, products, or assemblies under actual fire conditions.  
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 Fire testing is inherently hazardous. Adequate safeguards for personnel and property shall be employed in conducting these tests.  
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ASTM E661-22(Test Method)
Standard Test Method for Performance of Wood and Wood-Based Floor and Roof Sheathing Under Concentrated Static and Impact Loads

SIGNIFICANCE AND USE
5.1 The procedures outlined will provide data that can be used to evaluate the structural performance, under concentrated loads, of roof and floor sheathing, separate from the effects of the framing, under simulated conditions representative of those in actual service.  
5.2 The procedures are intended to be applied to roof or floor sheathing materials installed directly to framing. They are not intended for the evaluation of the framed assembly as a whole.
SCOPE
1.1 This test method covers procedures for determining the resistance to deflection and damage of floor and roof sheathing used in site-built construction subjected to concentrated static loads as well as impact loads from nonrigid blunt objects. It is applicable to wood and wood-based panels and boards, but is not intended to cover profiled metal decks, nor precast or cast-in-place slabs. Surface indentation is not evaluated separately from deflection.  
1.2 Three applications are covered: roof sheathing, subfloors, and single floors. Roof sheathing is tested in both a dry and a wet condition, while subfloors and single floors are both tested in a dry condition, as well as a condition of having dried out after being wet. These moisture conditions are those commonly experienced with site-built construction.  
Note 1: Where it is anticipated that sheathing will be subjected only to dry conditions during construction and use, or else to greater moisture exposure than is indicated in 7.3.2, the corresponding exposure conditions may be modified by agreement between the interested parties. For example, shop-built construction may be tested dry only, although the possibility of exposure to high humidity or leaks and flooding during use should be considered.  
1.3 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.  
1.4 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 practices and determine the applicability of regulatory limitations prior to use.  
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ASTM D198-22a(Test Method)
Standard Test Methods of Static Tests of Lumber in Structural Sizes

SIGNIFICANCE AND USE
6.1 The flexural properties established by this test method provide:  
6.1.1 Data for use in development of grading rules and specifications;  
6.1.2 Data for use in development of design values for structural members;  
6.1.3 Data on the influence of imperfections on mechanical properties of structural members;  
6.1.4 Data on strength properties of different species or grades in various structural sizes;  
6.1.5 Data for use in checking existing equations or hypotheses relating to the structural behavior;  
6.1.6 Data on the effects of chemical or environmental conditions on mechanical properties;  
6.1.7 Data on effects of fabrication variables such as depth, taper, notches, or type of end joint in laminations; and  
6.1.8 Data on relationships between mechanical and physical properties.  
6.2 Procedures are described here in sufficient detail to permit duplication in different laboratories so that comparisons of results from different sources will be valid. Where special circumstances require deviation from some details of these procedures, these deviations shall be carefully described in the report (see Section 11).
SCOPE
1.1 These test methods cover the evaluation of lumber and wood-based products in structural sizes by various testing procedures.  
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ASTM D2395-17(2022)(Test Method)
Standard Test Methods for Density and Specific Gravity (Relative Density) of Wood and Wood-Based Materials

SIGNIFICANCE AND USE
5.1 Density and specific gravity are cornerstone terms that help define many useful properties of wood and wood-based materials. These terms designate concepts that have distinct definitions though they relate to the same characteristic (mass in a unit volume). Generally, in the US and Canada, density of wood is measured in terms of specific gravity, or relative density. In the wood-based composites industry and internationally the term density is often preferred.  
5.2 The basic density and basic specific gravity of wood are used in the forestry industry for calculating the oven-dry weight of wood fiber contained in a known wood volume of various wood species. Thus, it serves as an indicator of the amount of wood pulp that could be produced, the workability of the material or its shipping weight. This information is referenced in various resources, including Wood Handbook.5 Note that specific gravity varies within a tree, between trees, and between species. Since the specific gravity of wood cell wall substance is practically constant for all species (approximately 1.53), it is apparent that individual specific gravity value is indicative of the amount of wood cell wall substance present. It affords a rapid and valuable test method for selection of wood for specific uses. In US and Canadian building codes, the oven-dry specific gravity is correlated to various strength characteristics of wood products (for example, compression perpendicular to grain, shear strength and fastener holding capacity).  
5.3 It is often desirable to know the density or specific gravity of a living tree, a structural member already in place, a log cross section, a segment of a research element, or the earlywood or latewood layer. Therefore, it is possible that specimens will be large or small, regular or irregular in shape, and at a variety of moisture contents. These test methods give procedures that include all of these variables and provides for calculation of density and specific gr...
SCOPE
1.1 These test methods cover the determination of the density and specific gravity (relative density) of wood and wood-based materials to generally desired degrees of accuracy and for specimens of different sizes, shapes, and moisture content conditions. The test method title is indicative of the procedures used or the specific area of use.    
Section  
Test Method A—Volume by Measurement  
8  
Test Method B—Volume by Water Immersion  
9  
Test Method C—Flotation Tube  
10  
Test Method D—Forstner Bit  
11  
Test Method E—Increment Core  
12  
Test Method F—Chips  
13  
Test Method G—Full-Size Members  
14  
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ASTM D5124-96(2022)(Practice)
Standard Practice for Testing and Use of a Random Number Generator in Lumber and Wood Products Simulation

SIGNIFICANCE AND USE
4.1 Computer simulation is known to be a very powerful analytical tool for both practitioners and researchers in the area of wood products and their applications in structural engineering. Complex structural systems can be analyzed by computer with the computer generating the system components, given the probability distribution of each component. Frequently the components are single boards for which a compatible set of strength and stiffness properties are needed. However, the entire structural simulation process is dependent upon the adequacy of the standard uniform number generator required to generate random observations from prescribed probability distribution functions.  
4.2 The technological capabilities and wide availability of microcomputers has encouraged their increased use for simulation studies. Tests of random number generators in commonly available microcomputers have disclosed serious deficiencies (1).3 Adequacy may be a function of intended end-use. This practice is concerned with generation of sets of random numbers, as may be required for simulations of large populations of material properties for simulation of complex structures. For more demanding applications, the use of packaged and pretested random number generators is encouraged.
SCOPE
1.1 This practice gives a minimum testing procedure of computer generation routines for the standard uniform distribution. Random observations from the standard uniform distribution, RU, range from zero to one with every value between zero and one having an equal chance of occurrence.  
1.2 The tests described in this practice only support the basic use of random number generators, not their use in complex or extremely precise simulations.  
1.3 Simulation details for the normal, lognormal, 2-parameter Weibull and 3-parameter Weibull probability distributions are presented.  
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 practices and determine the applicability of regulatory limitations prior to use.See specific warning statement in 5.5.3.  
1.5 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 Trade Organization Technical Barriers to Trade (TBT) Committee.

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