Laserfiche WebLink
0 0 0 <br />TABLE 1. <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC. <br />PROJECT: Forward Lf <br />Date Received : 712612006 QC'd by: <br />Date Reported: 7131/2006 PGL Job No.: J060307 <br />Client Sample ID : R#110173754 L#CTF610622 PGL Control No.: 21200 <br />Material Description: Single Sided Geocomposite <br />SPECIMENS P <br />11 2 3 9 7 8 _St4._-Ue_v. <br />METHOD DESCRIPTION <br />.......... <br />......... <br />.......... <br />......... <br />.......... <br />GEONET COMPONENT. <br />.......... <br />.......... <br />.......... <br />ASTM D1777 Thickness (mils) <br />.......... <br />.... <br />.......... <br />.......... <br />......... <br />.......... <br />Test Option #1 Used deadweight type dial micrometer with 1. 129+1-0.001in dia presser foot with an applied pressure of <br />......... <br />.......... <br />......... <br />.......... <br />......... <br />......... <br />........ <br />0. 6+1-0.03psf provided by a 2 72gm weight. <br />......... <br />.......... <br />...... <br />......... <br />......... <br />.......... <br />.......... ...... <br />.... <br />.. ......... <br />GEOCOUPOSITE. <br />.......... <br />................. <br />......... <br />......... <br />ASTM D4716 TransmisSivity Tested at Normal Pressure: 10000 psf, Gradient �Ll , Seating Time: 15 min <br />.......... <br />......... <br />......... <br />....... <br />......... <br />Temperature of Test Water. 20.4 OF Specimen Size: 12"x 14" <br />.......... <br />......... <br />......... <br />Transmissivity (m.2/ sec.) <br />MD .......................... <br />............... ...... ......... ....... .................... <br />::4.61k.43-:- :-:Xl2E-03:- <br />...... <br />......... <br />Transmissivit'y(gai./'min.'/'ft.') <br />...... . . . . <br />................ ............ <br />.... <br />....... . ..... .... ......... <br />.... <br />......... <br />Flow Rate (gal./ min) <br />.... <br />......... <br />.......... <br />....... <br />......... <br />........... <br />MD ....... ....... ....... ....... .... <br />.... .................. .......................................................... <br />.... <br />.......... <br />.. <br />............ <br />... ... ... <br />.1 <br />......... <br />......... <br />......... <br />Geosynthetics arranged as follows: Thickness: 312 mils (Before) <br />......... <br />.......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />Plate Thickness 277.5 mils (After) <br />.......... <br />......... <br />.......... <br />......... <br />......... <br />......... <br />......... <br />Geocomposite )00000( <br />.......... <br />......... <br />......... <br />......... <br />Plate <br />.......... <br />......... <br />ASTM F904 Ply Bond Adhesion (lbs/ in.- width) <br />......... <br />.......... <br />......... <br />.......... <br />.... <br />......... <br />Specimens were conditioned for 1hrin the laboratory at 22 +/- 20C (71.6+1-3.60F) and at 60%+1-10% relative humidity. instron <br />.......... <br />..... <br />.......... <br />......... <br />......... <br />......... <br />......... <br />......... <br />Tensile testing machine was used. Each end of the specimens were carefully peeled back one inch with a razor to allow insertion <br />.......... <br />......... <br />......... <br />....... <br />into the grips for testing. The separated ends of the specimens were clamped to the grips, with the unseparated portions left <br />.......... <br />......... <br />......... <br />......... <br />loose flap to move around freely.• <br />.......... <br />......... <br />.......... <br />....... . <br />......... <br />Top of Composite <br />I <br />......... <br />. .. <br />........... <br />........................... <br />................................. ........ .............. <br />TD ........................... ......................................................................... <br />.•... .. <br />... <br />....... <br />.. <br />......... .. <br />150 9001 - 2000 <br />Fa_, -] <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION IPER-OHNSON Ur <br />n �1' AS <br />I <br />DC#1984 Record#265 Precision Geosynthetic Laboratories - 1 r.5 -A <br />