ASTM D7239-13

Standard Specification for Hybrid Geosynthetic Paving Mat for Highway Applications

SCOPE
1.1 This is a material specification covering hybrid geosynthetic paving mats typically used for, but not limited to, use in joint and localized (spot) pavement repairs; and paving mats intended for curb-to-curb coverage to provide a moisture barrier for the pavement structure and retard reflective cracking in bituminous overlays. They are typically non-woven in construction. This is a material purchasing specification and design review of use is recommended.  
1.2 This is not a construction or design specification. This specification is based on hybrid geosynthetic paving mat survivability from installation stresses.  
1.3 For purposes of determining conformance to this specification, values for length or area shall be rounded to the nearest 0.1 m or 0.1 m2, respectively. Values for mass shall be rounded to the nearest gram, and for force to the nearest Newton, and volume to the nearest 0.01 L, in accordance with the rounding method in Practice E29.  
1.4 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the standard.  
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.6 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. For product specific safety recommendations, consult the manufacturer.

General Information

• Status: Historical
• Publication Date: 30-Apr-2013
• ICS: 59.080.70 - Geotextiles
• Technical Committee: D35 - Geosynthetics
• Drafting Committee: D35.06 - Geosynthetic Specifications

Relations

• Replaces: ASTM D7239-06(2011) - Standard Specification for Hybrid Geosynthetic Paving Mat for Highway Applications
• Effective Date: 01-May-2013

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:D7239 −13
Standard Specification for
1
Hybrid Geosynthetic Paving Mat for Highway Applications
This standard is issued under the fixed designation D7239; 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 2. Referenced Documents
2
1.1 This is a material specification covering hybrid geosyn- 2.1 ASTM Standards:
thetic paving mats typically used for, but not limited to, use in D123 Terminology Relating to Textiles
joint and localized (spot) pavement repairs; and paving mats D276 Test Methods for Identification of Fibers in Textiles
intended for curb-to-curb coverage to provide a moisture D4354 Practice for Sampling of Geosynthetics and Rolled
barrierforthepavementstructureandretardreflectivecracking Erosion Control Products (RECPs) for Testing
in bituminous overlays. They are typically non-woven in D4439 Terminology for Geosynthetics
construction. This is a material purchasing specification and D4759 Practice for Determining the Specification Confor-
design review of use is recommended. mance of Geosynthetics
D4873 Guide for Identification, Storage, and Handling of
1.2 This is not a construction or design specification. This
Geosynthetic Rolls and Samples
specification is based on hybrid geosynthetic paving mat
D5035 Test Method for Breaking Force and Elongation of
survivability from installation stresses.
Textile Fabrics (Strip Method)
1.3 For purposes of determining conformance to this
D5261 Test Method for Measuring Mass per Unit Area of
specification, values for length or area shall be rounded to the
Geotextiles
2
nearest 0.1 m or 0.1 m , respectively. Values for mass shall be
D6140 Test Method to Determine Asphalt Retention of
rounded to the nearest gram, and for force to the nearest
Paving Fabrics Used in Asphalt Paving for Full-Width
Newton, and volume to the nearest 0.01 L, in accordance with
Applications
the rounding method in Practice E29.
E29 Practice for Using Significant Digits in Test Data to
Determine Conformance with Specifications
1.4 The text of this standard references notes and footnotes
that provide explanatory material. These notes and footnotes
3. Terminology
(excluding those in tables) shall not be considered as require-
ments of the standard. 3.1 Definition of Terms—For definitions of terms relating to
geotextiles, refer to Terminology D4439. For definitions of
1.5 The values stated in SI units are to be regarded as
other terms relating to textiles, refer to Terminology D123.
standard. No other units of measurement are included in this
standard. 3.2 Definitions of Terms Specific to This Standard:
3.2.1 hybrid geosynthetic paving mat, n—a planar product
1.6 This standard does not purport to address all of the
manufactured from primarily inorganic materials used as an
safety concerns, if any, associated with its use. It is the
integral part of a man-made project, structure, or system. It is
responsibility of the user of this standard to establish appro-
primarily intended for, but not limited to bituminous paving
priate safety, health and environmental practices and deter-
applications.
mine the applicability of regulatory limitations prior to use.
1.7 This international standard was developed in accor-
4. Classification
dance with internationally recognized principles on standard-
4.1 Type—Five types of hybrid geosynthetic paving mats
ization established in the Decision on Principles for the
are covered in this specification as follows:
Development of International Standards, Guides and Recom-
4.1.1 Type I—A single layer non-woven paving mat of 136
mendations issued by the World Trade Organization Technical
2
g/m unit weight intended for curb-to-curb repaving of bitu-
Barriers to Trade (TBT) Committee.
minous or Portland cement concrete pavements with hot mix
asphaltic concrete meeting the requirements of Table 1.
1
This specification is under the jurisdiction of ASTM Committee D35 on
Geosynthetics and is the direct responsibility of Subcommittee D35.06 on Geosyn-
2
thetic Specifications. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved May 1, 2013. Published June 2013. Originally contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM
approved in 2006. Last previous edition approved in 2011 as D7239 – 06 (2011). Standards volume information, refer to the standard’s Document Summary page on
DOI: 10.1520/D7239-13. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

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D7239−13
T
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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: D7239 − 06 (Reapproved 2011) D7239 − 13
Standard Specification for
1
Hybrid Geosynthetic Paving Mat for Highway Applications
This standard is issued under the fixed designation D7239; 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 is a material specification covering hybrid geosynthetic paving mats typically used for, but not limited to, use in joint
and localized (spot) pavement repairs; and paving mats intended for curb-to-curb coverage to provide a moisture barrier for the
pavement structure and retard reflective cracking in bituminous overlays. They are typically non-woven in construction. This is
a material purchasing specification and design review of use is recommended.
1.2 This is not a construction or design specification. This specification is based on hybrid geosynthetic paving mat survivability
from installation stresses. The values stated in SI units are to be regarded as the standard.
1.3 For purposes of determining conformance to this specification, values for length or area shall be rounded to the nearest 0.1
2
m or 0.1 m , respectively. Values for mass shall be rounded to the nearest gram, and for force to the nearest Newton, and volume
to the nearest 0.01 L, in accordance with the rounding method in Practice E29.
1.4 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes
(excluding those in tables) shall not be considered as requirements of the standard.
1.5 Specific safety recommendations are presented inThe values stated in SI units are to be
Sectionregarded 6.as standard. No other units of measurement are included in this standard.
1.6 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. For product specific safety recommendations, consult the manufacturer.
2. Referenced Documents
2
2.1 ASTM Standards:
D123 Terminology Relating to Textiles
D276 Test Methods for Identification of Fibers in Textiles
D4354 Practice for Sampling of Geosynthetics and Rolled Erosion Control Products(RECPs) for Testing
D4439 Terminology for Geosynthetics
D4759 Practice for Determining the Specification Conformance of Geosynthetics
D4873 Guide for Identification, Storage, and Handling of Geosynthetic Rolls and Samples
D5035 Test Method for Breaking Force and Elongation of Textile Fabrics (Strip Method)
D5261 Test Method for Measuring Mass per Unit Area of Geotextiles
D6140 Test Method to Determine Asphalt Retention of Paving Fabrics Used in Asphalt Paving for Full-Width Applications
E29 Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications
3. Terminology
3.1 Definition of Terms—For definitions of terms relating to geotextiles, refer to Terminology D4439. For definitions of other
terms relating to textiles, refer to Terminology D123.
3.2 Definitions of Terms Specific to This Standard:
1
This specification is under the jurisdiction of ASTM Committee D35 on Geosynthetics and is the direct responsibility of Subcommittee D35.03 on Permeability and
Filtration.
Current edition approved June 1, 2011May 1, 2013. Published July 2011June 2013. Originally approved in 2006. Last previous versionedition approved 2006 in 2011 as
D7239–06. –06 (2011). DOI: 10.1520/D7239-06R11.10.1520/D7239-13.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [e-mail]. 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 ----------------------
D7239 − 13
3.2.1 hybrid geosynthetic paving mat, n—a planar product manufactured from primarily inorganic materials used as an integral
part of a man-made project, structure, or system. It is primarily intended for, but not limited to bituminous paving applications.
4. Classification
4.1 Type—Five types of hybrid geosynthetic paving mats are covered in this specification as follows:
2
4.1.1 Type I—A sing
...