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TABLE <br />MATERIAL PR TIES <br />CLIENT: VECTOR EIMINEERING <br />PROJECT: Allied Forward LF <br />Date Received: 6/1312006 <br />Date Reported: 611412006 <br />Client Sample ID: R#103134218 L#8260622 <br />Material Description: 60 mil Single Sided HDPE Textured Geomembrane <br />SPECIMENS <br />METHOD DESCRIPTION <br />ASTM D5994 Thickness (mils) <br />Apparatus. Dead-weight dial micrometer with gauge points tapered at an angle of Wo 2 to the horizontal with the tip <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+/-0.2 oz) <br />Loading Time. 5sec Specimen Size: 4"x4" <br />....... ........ . ......... .......... <br />.......... <br />GRI-GM12 Asperity Height of Textured Geomembrane (mils) <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 />with in the setting block with a base dimension of 50 mm x 20 min (2.0 in x 0.75 in) and a height of 15 min (0.5 in). The contact point <br />is 3.12 mm, (0.125 in) in radius and is tapered to 0.25 min (0.01 in) in radius. The length of the needle isl6mm, (0.65n) <br />Sampling. 10 specimens across the roll width in a randomly distributed manner <br />Side A <br />........... .......... .......... 2 ... ......... : : ... <br />............. ... ...... <br />ASTM D1505 Density (grams/cm.3) .................................................... <br />.................... <br />.. ........... <br />...... <br />.......... <br />............ . <br />............. <br />.................................... .................... ..... ...... ............................. ..... <br />ASTM D638 Tensile Pro erties: ...... ............ <br />Type IV Test Specimens., Type IV, Width of narrow section:0.254a, Length of narrow section:1.3in, Width Overa/1.0. 750, <br />Length Overall 4.5in Conditioning. Conducted test in standard laboratory atmosphere of23+1-2'C (73.4+1-3.6*F, and <br />50+1-5% relative humidity. Rate of Separation: 2"Imin (HOPE) 20"Imin (VLDPEILLDPE) <br />Tensile Strength at Yield (Ibs/ in. -Width) <br />.. .................. .......................................................................................... <br />.................................................... <br />MD ............................................. <br />............ ..... ......... n ....... <br />.......................... ... ........ ..... ........... <br />........... ........... <br />TD <br />................................................................... <br />Tensile Strength at Break (Ibs/ in, width) <br />MD <br />............................ * ................ ........••••............ <br />................................... ....................... ........ <br />TD <br />Elongation at Yield (percent) ....... <br />............................................................. <br />MD <br />................. . ......... <br />.............................................................. ........................................... <br />.......................... <br />TD <br />........... <br />Elongation at Break (percent) Gauge Length 2.0 in. (GRI-GM13 d*)'' <br />MD 58t : 513: <br />..................... <br />saz <br />............... ''., * ......... <br />................... ........ <br />TD <br />............................. <br />ASTM D1603 Carbon Black Content(percent) <br />. percen . Q ......................... ............................................ <br />....................... <br />... ... ..... <br />ASTM D5596 Carbon Black Dispersion (categ'or*y'rating 'per 'reference 'cha*rt'PCN: '12*-4*559*60-38*)** ... <br />.................................. <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />DC#1987 Record #268 <br />Precision Geosynthetic Laboratories <br />C7 <br />QC'd BY: - 12nc <br />PGL Job No.: J060199 <br />PGL Control No.: 16525 <br />::::A:72:::: <br />....... ....... <br />.............. <br />....... ....... <br />.......... ... <br />...... : ...... <br />.......... ...... I ...... <br />150 9= - 2000 <br />