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I <br />l <br />u <br />0 <br />0 <br />C <br />C <br />C <br />C <br />r1i <br />C <br />C <br />L <br />H. ASTM D4716 — Standard Test Method for Constant Head Hydraulic Transmissivity <br />of Geotextiles and Geotextile Related Products. <br />I. ASTM D4751 — Standard Test Method for Determining Apparent Opening Size of a <br />Geotextile. <br />J. ASTM D4833 — Standard Test Method for Index Puncture Resistance of <br />Geotextiles, Geomembranes, and Related Products. <br />K. ASTM D4873 — Standard Guide for Identification, Storage, and Handling of <br />Geosynthetic Rolls and Samples. <br />L. ASTM D5199 — Standard Test Method for Measuring the Nominal Thickness of <br />Geosynthetics. <br />M. ASTM D5321 — Standard Test Method for determining the coefficient of soil and <br />geosynthetic or geosynthetic and geosynthetic friction by the direct shear method. <br />N. ASTM F904 -Standard Test method for Comparison of Bond Strength or Ply <br />Adhesion of Similar Laminates made from Flexible Materials. <br />O. GRI GM7 — Determination of Adhesion and Bond Strength of Geocomposite. <br />1.05 DEFINITIONS <br />A. Refer to Section 01075 —Technical Specifications Definitions <br />1.06 MANUFACTURE SUBMITTALS FOR REVIEW <br />A. Submit the following 14 days prior to scheduled manufacturing of products for this <br />proj ect: <br />1. A sample of each geocomposite type proposed for this project. Include with <br />each sample, the roll number, lot number and manufacturer's quality control <br />(MQC) test data for the particular production run from which each sample was <br />taken. <br />2. Manufacturer's description of proposed geocomposite documenting they will <br />meet or exceed specified product requirements. <br />3. Available and historical data documenting proposed geocomposite will meet <br />specified interface residual shear strength. <br />SHAW ENV/RONMENTAL, INC. <br />San Joaquin County — Extension of Cap Conal Hollow Sanitary Landfill — CH—Closure Cap Ext Proj_Technical Specs -4-19-12 Revl.DocRev. 0, 09/28/2011 <br />Geocomposite Drainage Layer <br />02773-2 <br />