ARCHIVED REPORTS_2006_23 - Laserfiche WebLink

Home Browse Search

W 9= _2000 MD -Machine Direction 1111pillift TO -Transverse Direction IWI 14 Il DC#1982 Record#263 vow k, Precision Geosynthetic Laboratories TABLE 2XS is MATERIAL PROP CLIENT: VECTOR ENGINEERING PROJECT: Forward Landfill Date Received: 7/10/2006 QC'd By: Date Reported: 7/24/2006 PGL Job No.: G060513 Client Sample ID: R#55846 L#26070509 PGL Control No.: 23846 Material Description: Bentofix NWL-35 GCL SPECIMENS 1 2 3 4 5 6 7 8 9 10 METHOD DESCRIPTION .......... ........... .......... ........... .......... ............ ........... ............ ........... ............ ............ ASTM D5084 Hydraulic Conductivity (cm./ sec.) ........... .......... ........... .......... ........... .... ............ ............ ............ ............ Initial Specimen Size: 4 dia Initial Moisture Content of the GCC: 6.8 .......... .......... .......... ........... .......... ............ ............ ............ ............ ............ Effective Consolidation Stress: 5 psi, Final MC: 89.1 %.•.•..•.•.•..... ............................................................ ........... .......... ........... ............ ....... ............ .............. ...................................................................... ........... ....... ........ ......... .......... 2;*8E4-9::::-::W1A-:::::: ..... .......... ...... ... ..... . ...... ..... .. ..... ..... ASTM D4632 Peel Strength (lbs) ........... .......... ........... .......... ............ ......... ....... ........... Modified Test was conducted as directed in ASTM D4632 in dry condition using Tensile Machine with a full scale of 100 lbs. ........... .......... ........... .......... ........... ............ ........... ............ ....... ............ Jaw faces uses rubber for padding. .......... ........... .......... ... ............ ............ ........... ............ MD::::::*::4..$.��i��-,:,.::�.i,...,.,.,.,-*-*-'-'-'-'..-'..-*-*-'-'-'-'-'-'-'-'-'-'-*-*-..*-..'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-'-*-.*..,.,.,..: ..... ...... I .... . ...... : .. .......... .......... .... ......... ......... .......... ........ ....................................... ............ ....... ... ... ...... .... .... . .......... ........ * . ...... .............. ..... ........ .................... ............ ................................................................................ ............................................................ TD.................................................... ................................. .............. ................................. .............................. .......... ............. ..... ........... .................. ......................... ....... ...... * ... .. ..................... .......... ....... ASTM D5993 Mass per Unit Area of the Clay (Ibs/ ft.2) @ 12.0% MC .......... ...... .. ........ ............ ........... ......... ... .... ............................................ ............................................. ........................................................................................ —, ............................................... ........................... .............. ............... I ......................... .......... ....... .......... ................... ........ . W 9= _2000 MD -Machine Direction 1111pillift TO -Transverse Direction IWI 14 Il DC#1982 Record#263 vow k, Precision Geosynthetic Laboratories