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ASTM D6917-16(2022)

(Guide)

Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)

Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)

SIGNIFICANCE AND USE
4.1 To properly evaluate prefabricated vertical drains, tests must be performed according to specific test methods and procedures. Failure to follow this practice can result in data not representative of the product's characteristics and performance.
SCOPE
1.1 This guide provides recommendations for the selection of appropriate test methods for prefabricated vertical geocomposite drains (sometimes referred to as wick drains) used in geotechnical engineering applications to provide consistency in data reporting.  
1.2 This guide includes test methods for all types of prefabricated geocomposite drains manufactured in a plant and consisting of a polymeric core structure with a synthetic fabric (geotextile) jacket for filtration.  
1.3 This guide is intended to aid all personnel involved in the selection, manufacture, installation, or evaluation of prefabricated vertical drains.  
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.  
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.

General Information

Status
Published
Publication Date
30-Apr-2022
ICS
91.060.20 - Roofs
Technical Committee
D35 - Geosynthetics
Drafting Committee
D35.03 - Permeability and Filtration
Current Stage
Ref Project

Relations

Refers
ASTM D5101-23 - Standard Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems
Effective Date
01-Nov-2023
Refers
ASTM D5322-23 - Standard Practice for Laboratory Immersion Procedures for Evaluating the Chemical Resistance of Geosynthetics to Liquids
Effective Date
01-Sep-2023
Refers
ASTM D6389-23 - Standard Practice for Tests to Evaluate the Chemical Resistance of Geotextiles to Liquids
Effective Date
01-Sep-2023
Refers
ASTM D4751-20 - Standard Test Methods for Determining Apparent Opening Size of a Geotextile
Effective Date
01-Jan-2020
Refers
ASTM D5199-12(2019) - Standard Test Method for Measuring the Nominal Thickness of Geosynthetics
Effective Date
15-Jun-2019
Refers
ASTM D5567-94(2018) - Standard Test Method for Hydraulic Conductivity Ratio (HCR) Testing of Soil/Geotextile Systems
Effective Date
01-Jun-2018
Refers
ASTM D6364-06(2018) - Standard Test Method for Determining Short-Term Compression Behavior of Geosynthetics
Effective Date
01-Feb-2018
Refers
ASTM D6389-17 - Standard Practice for Tests to Evaluate the Chemical Resistance of Geotextiles to Liquids
Effective Date
01-Jun-2017
Refers
ASTM D5322-17 - Standard Practice for Laboratory Immersion Procedures for Evaluating the Chemical Resistance of Geosynthetics to Liquids
Effective Date
01-Jun-2017
Refers
ASTM D5101-12(2017) - Standard Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems
Effective Date
15-Feb-2017
Refers
ASTM D4491/D4491M-17 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity
Effective Date
01-Jan-2017
Refers
ASTM D4751-16 - Standard Test Methods for Determining Apparent Opening Size of a Geotextile
Effective Date
01-Jul-2016
Refers
ASTM D4491/D4491M-16 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity
Effective Date
01-Jul-2016
Refers
ASTM D5819-05(2016) - Standard Guide for Selecting Test Methods for Experimental Evaluation of Geosynthetic Durability
Effective Date
01-Jun-2016
Refers
ASTM D6389-99(2016) - Standard Practice for Tests to Evaluate the Chemical Resistance of Geotextiles to Liquids
Effective Date
01-Jun-2016

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ASTM D6917-16(2022) - Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)ASTM D6917-16(2022) - Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)
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ASTM D6917-16(2022) - Standard Guide for Selection of Test Methods for Prefabricated Vertical Drains (PVD)
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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.
Designation: D6917 − 16 (Reapproved 2022)
Standard Guide for
Selection of Test Methods for Prefabricated Vertical Drains
(PVD)
This standard is issued under the fixed designation D6917; 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 D4632/D4632M Test Method for Grab Breaking Load and
Elongation of Geotextiles
1.1 This guide provides recommendations for the selection
D4716/D4716M Test Method for Determining the (In-plane)
of appropriate test methods for prefabricated vertical geocom-
Flow Rate per Unit Width and Hydraulic Transmissivity
posite drains (sometimes referred to as wick drains) used in
of a Geosynthetic Using a Constant Head
geotechnicalengineeringapplicationstoprovideconsistencyin
D4751 Test Methods for Determining Apparent Opening
data reporting.
Size of a Geotextile
1.2 This guide includes test methods for all types of
D4884/D4884M Test Method for Strength of Sewn or
prefabricated geocomposite drains manufactured in a plant and
Bonded Seams of Geotextiles
consisting of a polymeric core structure with a synthetic fabric
D5101 Test Method for Measuring the Filtration Compat-
(geotextile) jacket for filtration.
ibility of Soil-Geotextile Systems
D5199 Test Method for Measuring the Nominal Thickness
1.3 This guide is intended to aid all personnel involved in
the selection, manufacture, installation, or evaluation of pre- of Geosynthetics
D5322 Practice for Laboratory Immersion Procedures for
fabricated vertical drains.
Evaluating the Chemical Resistance of Geosynthetics to
1.4 This standard does not purport to address all of the
Liquids
safety concerns, if any, associated with its use. It is the
D5493 Test Method for Permittivity of Geotextiles Under
responsibility of the user of this standard to establish appro-
Load
priate safety, health, and environmental practices and deter-
D5567 Test Method for Hydraulic Conductivity Ratio
mine the applicability of regulatory limitations prior to use.
(HCR) Testing of Soil/Geotextile Systems
1.5 This international standard was developed in accor-
D5819 Guide for Selecting Test Methods for Experimental
dance with internationally recognized principles on standard-
Evaluation of Geosynthetic Durability
ization established in the Decision on Principles for the
D6241 Test Method for Static Puncture Strength of Geotex-
Development of International Standards, Guides and Recom-
tiles and Geotextile-Related Products Using a 50-mm
mendations issued by the World Trade Organization Technical
Probe
Barriers to Trade (TBT) Committee.
D6364 Test Method for Determining Short-Term Compres-
sion Behavior of Geosynthetics
2. Referenced Documents
D6389 Practice for Tests to Evaluate the Chemical Resis-
2.1 ASTM Standards:
tance of Geotextiles to Liquids
D4491/D4491M Test Methods for Water Permeability of
D6918 Test Method for Testing Vertical Strip Drains in the
Geotextiles by Permittivity
Crimped Condition
D4533/D4533M Test Method for Trapezoid Tearing
D7498/D7498M TestMethodforVerticalStripDrainsUsing
Strength of Geotextiles
a Large Scale Consolidation Test
3. Terminology
This guide is under the jurisdiction ofASTM Committee D35 on Geosynthetics
3.1 Definitions:
and is the direct responsibility of Subcommittee D35.03 on Permeability and
Filtration.
3.1.1 geocomposite, n—a product composed of two or more
Current edition approved May 1, 2022. Published May 2022. Originally
materials, at least one of which is a geosynthetic.
approved in 2003. Last previous edition approved in 2016 as D6917 – 16. DOI:
10.1520/D6917-16R22.
3.1.2 geosynthetic, n—a planar product manufactured from
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
polymeric material used with soil, rock, earth, or other geo-
contact ASTM Customer Ser
...

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ASTM D6918-09(2022)(Test Method)
Standard Test Method for Testing Vertical Strip Drains in the Crimped Condition

SIGNIFICANCE AND USE
5.1 This test method is considered satisfactory for the acceptance of commercial shipments of vertical strip drains.  
5.1.1 In case of dispute arising from differences in reported test results when using this test method for acceptance testing of commercial shipments, the purchaser and the supplier should conduct comparative tests to determine if there is any statistical bias between their laboratories. Competent statistical assistance is recommended for the investigation of bias. As a minimum, the two parties should take a group of test specimens that as homogenous as possible, and that are from a lot of material of the type in question. The test specimens should be randomly assigned in numbers to each laboratory for testing. The average results from the two laboratories should be compared using Student's t-test for unpaired data and an acceptable probability level chosen by the two parties before the start of testing. If a bias is found, either its cause must be found and corrected, or the purchaser and the supplier must agree to interpret future test results in light of the known bias.  
5.2 Vertical strip drains are installed in areas where it is desired to increase the rate of soil consolidation. It has been shown that as the soil around the vertical strip drain consolidates, a crimp may form in the vertical strip drain due to the movement of the drain in the area of soil consolidation.  
5.3 This test method can be used to evaluate if there is any reduction in flow rate of water through the drain due to the crimping, and what effect, if any, this crimping may have on the rate of consolidation of the soil.
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1.1 This test method is a performance test that measures the effect crimping has on the ability of vertical strip drains to transmit water parallel to the plane of the drain.  
1.2 This test method is applicable to all vertical strip drains.  
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SCOPE
1.1 This test method covers the procedure for calculating the wind resistance of asphalt shingles when applied in accordance with the manufacturer's instructions and sealed under defined conditions. Shingle designs that depend on interlocking or product rigidity to resist the wind cannot be evaluated using this test method. The method calculates the uplift force exerted on the shingle by the action of wind at specified conditions, and compares that to the mechanical uplift resistance of the shingle. A shingle is determined to be wind resistant at a specified basic wind speed for standard conditions (see 6.3) when the measured uplift resistance exceeds the calculated uplift force for that velocity (3 s gust, ASCE 7).  
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1.1 Practice D7897 applies to simulation of the effects of field exposure on the solar reflectance and thermal emittance of roof surface materials including but not limited to field-applied coatings, factory-applied coatings, single-ply membranes, modified bitumen products, shingles, tiles, and metal products. The solar reflectance and thermal emittance of roof surfacing materials can be changed by exposure to the outdoor environment. These changes are caused by three factors: deposition and retention of airborne pollutants, microbiological growth, and changes in physical or chemical properties. This practice applies to simulation of changes in solar reflectance and thermal emittance induced by deposition and retention of airborne pollutants and, to a limited extent, changes caused by microbiological growth.  
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1.1 This specification covers flexible sheet made from ketone ethylene ester (KEE) as the primary polymer intended for use in single-ply roofing membrane exposed to the weather. The sheet shall be reinforced with fabric.  
1.2 In-place roof system design criteria, such as fire resistance, field-seaming strength, material compatibility, uplift resistance, in-situ shrinkage, among others, are factors that must be considered but are beyond the scope of this specification.  
1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
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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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ASTM E2140-01(2023)(Test Method)
Standard Test Method for Water Penetration of Metal Roof Panel Systems by Static Water Pressure Head

SIGNIFICANCE AND USE
5.1 This test method is a standard procedure for determining water leakage through metal roof panel system sideseams, endlaps, and roof plane penetrations when the roof system is subjected to a specified static water pressure head.
Note 2: In applying the results of tests by this method, note that the performance of a roof or its components or both, is in part a function of proper installation and adjustment. In service, the performance will also depend on the integrity of the supporting construction, roof slope, and on the resistance of components to deterioration by various causes: corrosive atmosphere, aging, ice, vibration, thermal cycling, etc. It is difficult to simulate the identical complex wetting, aging, and other variable conditions that can be encountered in service, including wind-blown ponded water; the effects of temperature and age on sealant performance; differential pressure across the joints due to wind, snow, and ice accumulation; densification and migration; and abrasions within the joint components which may occur during thermal cycling and other weather events. Some joint conditions are more sensitive than others to these factors.  
5.2 This test method will evaluate the resistance of roof panels, sideseams, endlaps, and roof plane penetrations to water submersion. It will not evaluate panel resistance to wind driven rain.
Note 3: See Test Method E1646 for a test which evaluates resistance to wind driven rain.  
5.3 This test method is not a structural adequacy test.  
5.4 This test method is applicable to single skin metal panels, the exterior skin of factory assembled composite panels, and the exterior skin of field assembled composite systems as long as means can be provided to distinguish leakage through the exterior panel sideseams/endlaps and perimeter leakage.
SCOPE
1.1 This laboratory test method covers the determination of the resistance to water penetration of exterior metal roof panel system sideseams, endlaps, and roof plane penetrations when a specified static water pressure head is applied to the outside face of the roof panel.
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1.6 The text of this standard includes notes and footnotes excluding tables and figures, which provide explanatory material. These notes and footnotes shall not be considered as requirements of the standard.  
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ASTM D6757/D6757M-18(2023)(Specification)
Standard Specification for Underlayment Felt Containing Inorganic Fibers Used in Steep-Slope Roofing

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This specification covers inorganic fiber-reinforced organic felt, and inorganic fiber-based asphaltic and nonasphaltic felt underlayments for use as underlayment with steep-slope roofing products. The intent of this specification is to provide criteria for producing and evaluating underlayments with a significantly reduced tendency to wrinkle before or after the installation of steep roofing products. Materials shall be sampled and tested suitably to examine their conformance with performance requirements such as tear strength, pliability, behavior on heating, liquid water transmission, dimensional stability at low to high humidity conditions, and elongation.
SCOPE
1.1 This specification covers (1) inorganic fiber-reinforced organic felt underlayment, and (2) inorganic fiber-based felt for use as underlayment with steep-slope roofing products. The intent of this specification is to provide criteria for producing and evaluating underlayments with a significantly reduced tendency to wrinkle before or after the installation of steep roofing products.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3 The following safety hazards caveat pertains only to the test method portion, Section 8, of this specification: 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 requirements prior to use.  
1.4 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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ASTM
ASTM D41/D41M-11(2023)(Specification)
Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing

ABSTRACT
This specification covers asphaltic primer suitable for use with asphalt in roofing, dampproofing, and waterproofing below or above ground level, for application to concrete, masonry, metal, and asphalt surfaces. Asphalt primer shall be classified as Type I and Type II. To determine the properties of the asphalt primer, the following test methods shall be performed: furol viscosity; distillation; penetration; and matter soluble in trichloroethylene.
SCOPE
1.1 This specification covers asphaltic primer suitable for use with asphalt in roofing, dampproofing, and waterproofing below or above ground level, for application to concrete, masonry, metal, and asphalt surfaces.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard.  
1.3 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.  
1.4 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.

  • Technical specification
    2 pages
    English language
    sale 15% off