ASTM D7001-20
(Specification)Standard Specification for Geocomposites for Pavement Edge Drains and Other High-Flow Applications
Standard Specification for Geocomposites for Pavement Edge Drains and Other High-Flow Applications
SCOPE
1.1 This specification covers geocomposite drainage panels used in highway, turf, and other high-volume subsurface drainage applications. These products consist of a geotextile wrapped around a polymer core. These products are a minimum of 25 mm (1 in.) thick and are available in 150-mm (6 in.), 300-mm (12 in.), 450-mm (18 in.), and 600-mm (24 in.) widths.
1.2 The requirements of this specification are intended to provide a subsurface drainage geocomposite suitable for drainage of surface and subsurface water, sewerage, and leachates. Products produced in accordance with this specification and intended for pavement drainage applications shall be installed in accordance with Practice D6088.
1.3 The values as stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
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.
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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:D7001 −20
Standard Specification for
Geocomposites for Pavement Edge Drains and Other High-
1
Flow Applications
This standard is issued under the fixed designation D7001; 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 D2122 Test Method for Determining Dimensions of Ther-
moplastic Pipe and Fittings
1.1 This specification covers geocomposite drainage panels
D3350 Specification for Polyethylene Plastics Pipe and Fit-
used in highway, turf, and other high-volume subsurface
tings Materials
drainage applications. These products consist of a geotextile
D4354 Practice for Sampling of Geosynthetics and Rolled
wrapped around a polymer core. These products are a mini-
Erosion Control Products (RECPs) for Testing
mum of 25 mm (1 in.) thick and are available in 150-mm
D4355/D4355M Test Method for Deterioration of Geotex-
(6 in.),300-mm(12in.),450-mm(18in.),and600-mm(24in.)
tiles by Exposure to Light, Moisture and Heat in a Xenon
widths.
Arc-Type Apparatus
1.2 The requirements of this specification are intended to
D4439 Terminology for Geosynthetics
provide a subsurface drainage geocomposite suitable for drain-
D4491/D4491M Test Methods for Water Permeability of
age of surface and subsurface water, sewerage, and leachates.
Geotextiles by Permittivity
Products produced in accordance with this specification and
D4533/D4533M Test Method for Trapezoid Tearing
intended for pavement drainage applications shall be installed
Strength of Geotextiles
in accordance with Practice D6088.
D4632/D4632M Test Method for Grab Breaking Load and
Elongation of Geotextiles
1.3 The values as stated in SI units are to be regarded as the
standard. The values given in parentheses are for information D4716/D4716M TestMethodforDeterminingthe(In-plane)
Flow Rate per Unit Width and Hydraulic Transmissivity
only.
of a Geosynthetic Using a Constant Head
1.4 This standard does not purport to address all of the
D4751 Test Methods for Determining Apparent Opening
safety concerns, if any, associated with its use. It is the
Size of a Geotextile
responsibility of the user of this standard to establish appro-
D4833/D4833M Test Method for Index Puncture Resistance
priate safety, health, and environmental practices and deter-
of Geomembranes and Related Products
mine the applicability of regulatory limitations prior to use.
D6088 Practice for Installation of Geocomposite Pavement
1.5 This international standard was developed in accor-
Drains
dance with internationally recognized principles on standard-
D6241 Test Method for Static Puncture Strength of Geotex-
ization established in the Decision on Principles for the
tiles and Geotextile-Related Products Using a 50-mm
Development of International Standards, Guides and Recom-
Probe
mendations issued by the World Trade Organization Technical
D6244 Test Method for Vertical Compression of Geocom-
Barriers to Trade (TBT) Committee.
posite Pavement Panel Drains
D6364 Test Method for Determining Short-Term Compres-
2. Referenced Documents
2 sion Behavior of Geosynthetics
2.1 ASTM Standards:
D6707/D6707M Specification for Circular-Knit Geotextile
D1777 Test Method for Thickness of Textile Materials
for Use in Subsurface Drainage Applications
3
2.2 Other Document:
1
This specification is under the jurisdiction of ASTM Committee D35 on
AASHTO M288 Geotextile Materials
Geosynthetics and is the direct responsibility of Subcommittee D35.06 on Geosyn-
thetic Specifications.
3. Terminology
Current edition approved Jan. 1, 2020. Published January 2020. Originally
approved in 2004. Last previous edition approved in 2011 as D7001 – 06 (2011).
3.1 Definitions:
DOI: 10.1520/D7001-20.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3
Standards volume information, refer to the standard’s Document Summary page on Available from American Association of State Highway and Transportation
the ASTM website. Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D7001−20
3.1.1 For definitions of terms relating to geotextiles, refer to except for density, which must be cell Class 4, provided the
Terminology D4439. product requirements are met.
3.1.2 geocomposite, n—a produc
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM 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: D7001 − 06 (Reapproved 2011) D7001 − 20
Standard Specification for
Geocomposites for Pavement Edge Drains and Other High-
1
Flow Applications
This standard is issued under the fixed designation D7001; 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 specification covers geocomposite drainage panels used in highway, turf, and other high volume high-volume
subsurface drainage applications. These products consist of a geotextile wrapped around a polymer core. These products are a
minimum of 25 mm (1 in.) thick and are available in 150 mm (6 in.), 300 mm (12 in.), 450 mm 150-mm (6 in.), 300-mm (12 in.),
450-mm (18 in.), and 600 mm 600-mm (24 in.) widths.
1.2 The requirements of this specification are intended to provide a subsurface drainage geocomposite suitable for drainage of
surface and subsurface water, sewerage, and leachates. Products produced in accordance with this specification and intended for
pavement drainage applications shall be installed in accordance with Practice D6088.
1.3 The values as stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.
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.
2. Referenced Documents
2
2.1 ASTM Standards:
D1777 Test Method for Thickness of Textile Materials
D2122 Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings
D3350 Specification for Polyethylene Plastics Pipe and Fittings Materials
D4354 Practice for Sampling of Geosynthetics and Rolled Erosion Control Products (RECPs) for Testing
D4355D4355/D4355M Test Method for Deterioration of Geotextiles by Exposure to Light, Moisture and Heat in a Xenon
Arc-Type Apparatus
D4439 Terminology for Geosynthetics
D4491D4491/D4491M Test Methods for Water Permeability of Geotextiles by Permittivity
D4533D4533/D4533M Test Method for Trapezoid Tearing Strength of Geotextiles
D4632D4632/D4632M Test Method for Grab Breaking Load and Elongation of Geotextiles
D4716D4716/D4716M Test Method for Determining the (In-plane) Flow Rate per Unit Width and Hydraulic Transmissivity of
a Geosynthetic Using a Constant Head
D4751 Test Methods for Determining Apparent Opening Size of a Geotextile
D4833D4833/D4833M Test Method for Index Puncture Resistance of Geomembranes and Related Products
D6088 Practice for Installation of Geocomposite Pavement Drains
D6241 Test Method for Static Puncture Strength of Geotextiles and Geotextile-Related Products Using a 50-mm Probe
D6244 Test Method for Vertical Compression of Geocomposite Pavement Panel Drains
D6364 Test Method for Determining Short-Term Compression Behavior of Geosynthetics
1
This specification is under the jurisdiction of ASTM Committee D35 on Geosynthetics and is the direct responsibility of Subcommittee D35.06 on Geosynthetic
Specifications.
Current edition approved Oct. 1, 2011Jan. 1, 2020. Published November 2011January 2020. Originally approved in 2004. Last previous edition approved in 20062011 as
D7001 – 06.D7001 – 06 (2011). DOI: 10.1520/D7001-06R11.10.1520/D7001-20.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM 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.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
---------------------- Page: 1 ----------------------
D7001 − 20
D6707D6707/D6707M Specification for Circular-Knit Geotextile for Use in Subsurface Drainage Applications
3
2.2 Other Document:
AASHTO M288 Geotextile Materials
3. Terminology
3.1 Definitions:
3.1.1 For definitions of terms relating to geotextiles, refe
...
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