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  Geomembrane
  Manufacturing


  Geomembrane
  Installation


  Drainage Net &
  Geocomposite Manuf.
  QC & QA

      Manufacturing
      Laboratory Testing
      QC Reports
      Product Data Sheets
      • Drainage Net
      • SS Geocomposite
      • DS Geocomposite

 
3.5   Laboratory Testing Program

3.5.1. Drainage Net

A 15 inch wide sample is cut across the width of every 10th roll and brought to the Poly-Flex laboratory for testing. The sample is checked for visual defects and then tested according to the following:

Property Test Method Testing Frequency
(min.)
Thickness ASTM D 5199 50,000 sf
Mass per Unit Area ASTM D 5261 50,000 sf
Density ASTM D 1505 50,000 sf
Melt Index ASTM D 1238 50,000 sf
Carbon Black Content ASTM D 1603 50,000 sf
Tensile Strength ASTM D 1682 or D 5035 50,000 sf
Transmissivity1 ASTM D 4716 100,000 sf

The laboratory manager reviews all test results to insure the product meets the specification. Any roll that does not meet the specification is immediately reported to the on-line quality control manager and the roll(s) is placed on hold for further evaluation.

3.5.2.   Geotextile

The manufacturer of the geotextile shall submit quality control test results for the geotextile rolls. The rolls must meet the specifications before they are accepted for production of geocomposites.

The geotextile manufacturer shall perform the following tests.

Property Test Method Testing Frequency
(min.)
Unit Weight ASTM D 5261 50,000 sf
Grab Tensile ASTM D 4632 50,000 sf
Mullen Burst ASTM D 3786 50,000 sf
Puncture Resistance ASTM D 4833 50,000 sf
AOS ASTM D 4751 100,000 sf
Permittivity ASTM D 4491 100,000 sf

3.5.3.   Geocomposite

A 15 inch wide sample is cut across the width of every 20th roll and brought to the Poly-Flex laboratory for testing. The sample is checked for visual defects and then tested according to the following.

Property Test Method Testing Frequency
(min.)
Transmissivity1 ASTM D 4716 100,000 sf
Peel Adhesion ASTM D 413 or F904 100,000 sf

1. Transmissivity test is performed with the drainage net or the geocomposite between two steel plates at a hydraulic gradient of 1.0 and a normal pressure of 15,000 psf (718 kPa). The seating time is 15 minutes. The laboratory manager reviews all test results to insure the product meets the specification. Any roll that does not meet the specification is immediately reported to the on-line quality control manager and the roll(s) is placed on hold for further evaluation.


 
    
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