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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
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EHD - Public
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MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />DC#1991 Record#272 Precision Geosynthetic Laboratories <br />0 <br />TABLE <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC. <br />PROJECT: Forward Lf <br />Date Received: 6/8/2006 <br />QC'd By: <br />Date Reported: 6/13/2006 <br />PGL Job No.: G060402 <br />Client Sample ID: R#130221944 <br />PGL Control No.: 23279 <br />Material Description: Boz Non -woven Geotextile <br />SPECIMENS <br />1 2 3 4 <br />5 6 7 8 <br />9 <br />10 <br />':':A,a'' <br />........... <br />........... <br />METHOD <br />DESCRIPTION <br />.......... <br />......... <br />.......... <br />......... <br />.......... <br />... <br />........... <br />......... <br />........... <br />ASTM D5261 <br />Mass per Unit Area (oz/ yd.) <br />.......... <br />.......... <br />......... <br />.......... <br />........... <br />........... <br />.... <br />.......... <br />.......... <br />Test Specimen Size: 4"x 8" <br />.......... <br />.......................... . <br />..... ......... <br />............ <br />.............. .................. <br />.•. .......................................... <br />........................ <br />. ............ ............ <br />..................... .................... <br />* * ... * .... <br />* * ....... <br />... <br />... <br />......... <br />........... <br />....... <br />.......... <br />.......... <br />ASTM D4632 <br />Grab Tensile <br />......... <br />......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />Test was performed as directed in D4632, dry condition. Instron Tensile Testing Machine with hydraulic action grips and <br />......... <br />......... <br />......... <br />.......... <br />........ <br />.......... <br />.......... <br />.......... <br />.......... <br />1 in x 2 in rubber faces was used. Maximum load used for testing., 1. 500 lbs <br />......... <br />........ <br />.......... <br />.......... <br />.......... <br />.......... <br />Grab Breaking Load (lbs) <br />......... <br />....... <br />........... <br />....... <br />.......... <br />.......... <br />.......... <br />............ <br />................................................ <br />.... ........ .. . <br />............................................................... <br />........ <br />..... <br />................... <br />..MD ..25 ....................................................... <br />............................................................................... <br />TD::':::*::*:'2'2'6:::'::*::*::::2.'I: <br />.................. 4 ............................... <br />................ <br />........................ .................... <br />3 .............. <br />......... <br />::25 ::::: <br />...... 0 .. <br />......... <br />......... <br />........... <br />... 1 <br />.......... <br />..... <br />Apparent Breaking Elongation (percent) <br />......... <br />.......... <br />... <br />........................... .......................... <br />.... <br />....... ...... <br />.. ........ <br />TD ..............................10 ............................ <br />... ..... . <br />......... <br />........... <br />..... <br />—:::d <br />.. .......... <br />....... .......... <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />DC#1991 Record#272 Precision Geosynthetic Laboratories <br />
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