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TABL& <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC <br />PROJECT: Foothill Sanitary Landfill - Module I <br />Date Received: 7/16/03 QC'd By: <br />M6 <br />Date Reported: 7117/03 PGL Job No.: <br />J030179 <br />Client Sample ID: R# 103121906 L#8230637 PGL Control No.: <br />90258 <br />Material Description: 60mil HDPE Textured Geornembrane <br />SPECIMENS <br />1 2 3 5 6 <br />............ <br />METHOD DESCRIPTION ...... <br />............ <br />............ <br />.... <br />........ <br />ASTM D5994 Thickness (mils) ...... <br />..... <br />. . <br />............ <br />... . <br />...... <br />............ <br />Apparatus Dead-weight dial micrometer with gauge points tapered at an angle of 60o 2 to the horizontal with the tip ............ <br />........... <br />....... <br />rounded to a radius of 0.8+/-0.1 mm(O. 031+1-0.004 in), with a specified force of 0.56+/-0.05 N (2+/-a2 oz) ...... <br />.... <br />..... <br />........... <br />Loading Time: 5sec Specimen Size: 4"x4" <br />.. ... ....... 6 62: <br />............. .. .... .......... ................. ....... ................................... ...... .... <br />....... <br />GRI-GM12 Asperity Height of Textured Geomembrane (mils) .......... <br />.......... <br />........... . <br />.......... <br />Apparatus: Has a dial indicator that travels at least 2.5mm (0.1 in), and a depth gauge with contact point that travels up and down ..... <br />........... . <br />...... <br />........... <br />...... <br />with in the setting block with a base dimension of 50 mm x 20 mm (2.0 in x 0.75 in) and a height of 15 mm (0.5 in). The contact point <br />... . <br />is 3.12 mm (0.125 in) in radius and is tapered to 0.25 mm (0.01 in) in radius. The length of the needle isl6mm (0.650) ....... <br />........... <br />.. . <br />............ <br />Sampling 10 specimens across the ro# width in a randomly distributed manner <br />Side .—... <br />...::..::.:...::.:.:.::.::.:...:. .':I .:..::..::..:.:...:..:...::..:: <br />.......I. <br />:!..: <br />B I:.*::::::Side.:...::'::::::::48:::::::,::::::::Js::*:::,::*:::2.... .. :.......................... ... .I..... ........... <br />*:� <br />0g23......22 <br />.... .....................�... <br />...........2...1..:......:...::..:I............... <br />..I .........:. <br />. .. . ......................9.:.::::::;:::... <br />.............. ..... . ...........I I .......... .......... ........ ...........I... .... ..: <br />ASTM D1505 Density (grams/ cm.3) <br />.: <br />.:. <br />..:................:... .,....................:..:..:...:.... I. <br />...... ............. ...... .I................... . . .......................--................ I ..... ....................I .............................. I ....................... .I. . .. <br />. ....: ...... <br />4. <br />:0.53..: <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />PPrecision Geosynthetic Laboratories <br />........... <br />........... <br />minim:Wft <br />........... <br />.......... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />. ......... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />. ......... <br />........... <br />........... <br />.......... <br />.......... <br />........... <br />........... <br />0 <br />... <br />... POO 940" <br />