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7. D 1505,Standard Test Method for Density of Plastics by the Density-Gradient <br /> Technique. <br /> 8. D1603, Standard Test Method for Carbon Black in Olefin Plastics. <br /> 9. D 1693,Standard Test Method for Environmental Stress Cracking of Ethylene <br /> Plastics. <br /> 10. D3015, Standard Pratice for Microscopical Examination of Pigment <br /> Dispersion in Plastic Compounds. <br /> 11. D3895, Standard Test Method for Copper-Induced Oxidative Induction Time <br /> of Polyolefins by Thermal Analysis. <br /> 12. D4218, Test Method for Determination of Carbon Black Content in <br /> Polyethylene Compounds by the Muffle-Furnace Technique. <br /> 13. D4437, Standard Practice for Determining the Integrity of Field Seams Used <br /> in Joining Flexible Polymeric Sheet Geomembranes. <br /> 14. D4833,Standard Test Method for Index Puncture Resistance of Geotextiles, <br /> Geomembranes, and Related Products. <br /> 15. D5199, Test Method for Measuring Nominal Thickness of Geotextile and <br /> Geomembranes. <br /> 16. D5321, Standard Test Method for Interface Shear Testing. <br /> 17. D5397,Procedure to Perform a Single Point Notched Constant Tensile Load <br /> Test. <br /> 18. D5596,Test Method for Microscopic Evaluation of the Dispersion of Carbon <br /> Black in Polyde Geosynthetics. <br /> 19. D5617, Standard Test Method for Multi-Axial Tension Test for <br /> Geosynthetics. <br /> 20. D5994, Test Method for Measuring the Core Thickness of Textured <br /> Geomembranes. <br /> B. Geosynthetic Research Institute(GRI): <br /> 1. Test Method GM-12 Measurement of the Asperity Height of Textured <br /> Geomembranes using a depth gage. <br /> 1.3 DEFINITIONS <br /> A. Batch: A quantity of resin,usually the capacity of one railcar,used in the fabrication <br /> of high density polyethylene(HDPE)geomembrane sheet. The finished sheet will be <br /> identified by a roll number corresponding to the particular quantity of resin used. <br /> B. Bridging: The condition when geomembrane becomes suspended over its subgrade <br /> due to contraction of the material or poor installation. <br /> C. QA/QC Consultant: The party,independent from Manufacturer or CONTRACTOR, <br /> that is responsible for observing and documenting activities related to the quality <br /> assurance of production and installation of the geosynthetic components of the lining <br /> system. <br /> D. Construction Quality Assurance(CQA)Laboratory: The party,independent from the <br /> OWNER,Manufacturer,Fabricator,and Installer,responsible for conducting tests on <br /> samples of geosynthetics obtained at the site. <br /> Forward Landfill WMU FU-04 HIGH DENSITY POLYETHYLENE <br /> 02778 2 (HDPE) GEOMEMBRANE <br />