ms592.pdf

National Standard Material Specifications Part 642 – National Engineering Handbook

(210-VI-NEH, May 2001) 592 - 1 Amendment No 2, Solicition AG-7442-S-10-0027

Material Specification 592—Geotextile

1. Scope This specification covers the quality of geotextiles.

2. General requirements Fibers (threads and yarns) used in the manufacture of geotextile shall consist of synthetic polymers composed of a minimum of 85 percent by weight polypropylenes, polyesters, polyamides, polyethylene, polyolefins, or polyvinylidene-chlorides. They shall be formed into a stable network of filaments or yarns retaining dimensional stability relative to each other. The geo-textile shall be free of defects and conform to the physical requirements in tables 592–1 and 592–2. The geotextile shall be free of any chemical treatment or coating that significantly reduces its porosity. Fibers shall contain stabilizers and/or inhibitors to enhance resistance to ultraviolet light.

Thread used for factory or field sewing shall be of contrasting color to the fabric and made of high strength polypropylene, polyester, or polyamide thread. Thread shall be as resistant to ultraviolet light as the geotextile being sewn.

3. Classification Geotextiles shall be classified based on the method used to place the threads or yarns forming the fabric.

The geotextiles will be grouped into woven and nonwoven types.

Woven—Fabrics formed by the uniform and regular interweaving of the threads or yarns in two directions. Woven fabrics shall be manufactured from monofilament yarn formed into a uniform pattern with distinct and measurable openings, retaining their position relative to each other. The edges of fabric shall be selvedged or otherwise finished to prevent the outer yarn from unraveling.

Nonwoven—Fabrics formed by a random placement of threads in a mat and bonded by heat-bonding, resin-bonding, or needle punching. Nonwoven fabrics shall be manufactured from individual fibers formed into a random pattern with distinct, but variable small openings, retaining their position relative to each other when bonded by needle punching, heat, or resin bonding. The use of nonwovens other than the needle punched geotextiles is somewhat restricted (see note 3 of table 592–2).

4. Sampling and testing The geotextile shall meet the specified requirements (table 592–1 or 592–2) for the product style shown on the label. Product properties as listed in the latest edition of the "Specifiers Guide," Geotechnical Fabrics Report, (Industrial Fabrics Association International, 1801 County Road BW, Roseville, MN 55113-4061) and that represent minimum average roll values, are acceptable documentation that the product style meets the requirements of these specifications.

For products that do not appear in the above directory or do not have minimum average roll values listed, typical test data from the identified production run of the geotextile will be required for each of the specified tests (tables 592–1 or 592–2) as covered under clause AGAR 452.236-76.

5. Shipping and storage The geotextile shall be shipped/transported in rolls wrapped with a cover for protection from moisture, dust, dirt, debris, and ultraviolet light. The cover shall be maintained undisturbed to the maximum extend possible before placement.

Each roll of geotextile shall be labeled or tagged to clearly identify the brand, class, and the individual production run in accordance with ASTM D 4873.

National Standard Material Specifications Part 642 – National Engineering Handbook

(210-VI-NEH, May 2001) 592 - 2 Amendment No 2, Table 592–1 Requirements for woven geotextiles

Property Test method Class I Class II & III Class IV

Tensile strength ASTM D 4632 200 minimum in any 120 minimum in any 180 minimum in any (pounds) 1/ grab test principal direction principal direction principal direction

Elongation at failure ASTM D 4632 <50 <50 <50 (percent) 1/ grab test

Puncture ASTM D 4833 90 minimum 60 minimum 60 minimum (pounds) 1/

Ultraviolet light ASTM D 4355 70 minimum 70 minimum 70 minimum (% residual tensile 150-hr exposure strength)

Apparent opening ASTM D 4751 As specified, but As specified, but As specified, but size (AOS) no smaller than no smaller than no smaller than

0.212 mm (#70) 2/ 0.212 mm (#70) 2/ 0.212 mm (#70) 2/

Percent open area CWO-02215-86 4.0 minimum 4.0 minimum 1.0 minimum (percent)

Permitivity sec-1 ASTM D 4491 0.10 minimum 0.10 minimum 0.10 minimum

1/ Minimum average roll value (weakest principal direction).

2/ U.S. standard sieve size.

Note: CWO is a USACE reference.

National Standard Material Specifications Part 642 – National Engineering Handbook

(210-VI-NEH, May 2001) 592 - 3 Amendment No 2, Table 592–2 Requirements for nonwoven geotextiles

Property Test method Class I Class II Class III Class IV 3/

Tensile strength ASTM D 4632 180 minimum 120 minimum 90 minimum 115 minimum

(lb) 1/ grab test

Elongation at ASTM D 4632 ≥ 50 ≥ 50 ≥ 50 ≥ 50 failure (%) 1/

Puncture (pounds) ASTM D 4833 80 minimum 60 minimum 40 minimum 40 minimum

Ultraviolet light ASTM D 4355 70 minimum 70 minimum 70 minimum 70 minimum (% residual 150-hr exposure tensile strength)

Apparent opening ASTM D 4751 As specified As specified As specified As specified size (AOS) max. #40 2/ max. #40 2/ max. #40 2/ max. #40 2/

Permittivity sec–1 ASTM D 4491 0.70 minimum 0.70 minimum 0.70 minimum 0.10 minimum

1/ Minimum average roll value (weakest principal direction).

2/ U.S. standard sieve size.

3/ Heat-bonded or resin-bonded geotextile may be used for classes III and IV. They are particularly well suited to class IV. Needle-punched geotextiles are required for all other classes.