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Test Minimum MQC <br />Test Designation Test Frequency Unit Requirements <br />GEONET PROPERTIES <br />1. Specific Gravity <br />ASTM D1505 <br />1/100,000 sf <br />g/m3 <br />>0.934 <br />2. Melt Flow index <br />ASTM <br />D1238,E <br />1/per resin batch <br />g/10 mins <br />1.0 <br />3. Carbon Black Content <br />ASTM D1603 <br />1/100,000 sf <br />% <br />2-3 <br />GEOTEXTILE PROPERTIES <br />4. As required in section 02373 — <br />ASTM D5199 <br />1/100,000 sf <br />Mil <br />Geonet thickness: 200 mil <br />Geotextile, paragraph 2.02D <br />ASTM D 4716 <br />1/100,000 sf <br />M2 /sec. <br />1 gallon/minute/foot under a <br />Separation Geotextile <br />normal load of 250 psf and a <br />GEOCOMPOSITE PROPERTIES <br />5. Thickness <br />ASTM D5199 <br />1/100,000 sf <br />Mil <br />Geonet thickness: 200 mil <br />6. Hydraulic Transmissivity <br />ASTM D 4716 <br />1/100,000 sf <br />M2 /sec. <br />1 gallon/minute/foot under a <br />normal load of 250 psf and a <br />gradient of 0.333 after 100 hours <br />using actual project materials on <br />both sides of geocomposite. <br />7. Direct Shear (Drainage Layer <br />ASTM D5321 <br />1 test performed <br />Pounds per <br />Interface residual shear strength <br />geocomposite / geomembrane <br />by Engineer <br />square foot <br />greater than 200 psf at a normal <br />interface) <br />load of 250 psf <br />8. Ply Adhesion (geotextile to <br />GRI GC7 <br />1/100,000 sf <br />Pounds/inch <br />1.0 min <br />geonet) <br />I <br />I <br />1 <br />1 2.0 avg. <br />2.03 MANUFACTURER SOURCE QUALITY CONTROL <br />A. Perform MQC tests for geocomposites manufactured for this project. Perform tests <br />necessary to verify geocomposites meet specified product requirements. Perform <br />each MQC test at a minimum frequencies defined in this Section. <br />B. Provide the following information with MQC test data: <br />1. Roll numbers and identification. <br />2. Results of quality control tests, including a description of test methods used. <br />C. OWNER will reject rolls for which quality control requirements are not met. <br />2.04 EQUIPMENT AND ACCESSORIES <br />A. Provide equipment that meets the following requirements: <br />1. Maintained in adequate number in order to avoid delaying work. <br />SHAW ENV/RONMENTAL, /Nc. <br />San Joaquin County —Extension of Cap Corral Hollow Sanitary Landfill — CH—Closure Cap Ext Proj jechnical Specs -4-19-12 Rev l.DocRev. 0, 09/28/2011 <br />Geocomposite Drainage Layer <br />02773-6 <br />