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ARCHIVED REPORTS_2006_23
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ARCHIVED REPORTS_2006_23
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Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_23
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_23.tif
Tags
EHD - Public
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TABLE 10. <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC. <br />PROJECT: Forward Lf <br />Date Received: 6/8/2006 <br />Date Reported: 611312006 <br />Client Sample ID: R#130221966 <br />Material Description: 8oz Non -woven Geotextile <br />3 4 <br />ASTM D5261 Mass per Unit Area (oz/ yd .2) <br />SPECIMENS <br />Test Specimen Size: 4"x 8" <br />..............:.. ............................................................................... <br />• <br />-' -' -' -' -' .:: - ' .......................................................................... <br />.... ........ <br />.... ....... ; ........ ............. .. .................................. ............ <br />.......... ....... <br />ASTM D4632 Grab Tensile <br />Test was performed as directed in D4632, dry condition. Instron Tensile Testing Machine with hydraulic action grips and <br />I in x 2 in rubber faces was used. Maximum load used for testing. 1. 500 lbs <br />Grab Breaking Load (lbs) <br />MD ....... ............ .:....... <br />............................................................ <br />64::::.:::.I.................. <br />.... <br />......................................... <br />................:267::::::::261::::::::31$::::::::227:::::::: <br />................................. <br />............. ................... <br />.... <br />.................... <br />.................... <br />:.... <br />Apparent Breaking Elongation (percent) <br />................................................... <br />I ......................................................... <br />............................................................................................................. <br />MD ............................................................................................................. <br />::::.78:: ::: : ::: <br />:::: ::::82 <br />....................................................................... <br />........................................................................ <br />............... : .............................. <br />............................................................... <br />..................................... <br />I .................... <br />QC'd BY: <br />PGL Job No.: G060402 <br />PGL Control No.: 23278 <br />........... ....... <br />........... ....... <br />.......... ....... <br />........... ...... <br />........... ....... <br />.......... ....... <br />6' <br />........... P <br />.......... ....... <br />........... ....... <br />MD - MA gW DIRECTION <br />TD - TRSE DIRECTION Fq� 151 <br />DC#199lqWrd#272 W? Precision Ge*thetic Laboratories <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 />. . . . . . . . . . <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 />.......... <br />.......... <br />.......... <br />.......... <br />
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