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ARCHIVED REPORTS_2015
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2015
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Entry Properties
Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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TESTING, RESEARCH, CONSULTING AND FIELD SERVICES (�._ _.�� <br />USA Aw w �u, CA - USA I AwoewA A Oo.e C ... I - Au a S.- - CM . I�T���y� <br />TABLE 2. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 5/7/2015 QC'd By: a <br />Date Reported: 5/13/2015 TRI Job No.: G150329 <br />Client Sample ID: J20203596 L#23447A TRI Control No.: 103737 <br />Material Description: 8oz Non -Woven Geotextile <br />SPECIMENS <br />ASTM D5261 Mass per Unit Area (oz/ yd .2) <br />Test Specimen Size: 4"x 8" <br />9:0 8.3 8.7 8.5 8.8 <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: 15& lbs <br />Grab Breaking Load (lbs) <br />MD 265 :23� 246 <br />_ _ .. _ . _ <br />281 <br />_ <br />243 <br />_.. <br />_ _ ._.._.. <br />275 <br />_ _ <br />241 <br />_ _ <br />... _ _ <br />261':1 <br />_........_.. <br />_........_. <br />TD 259 241 264 > <br />_ ............... .... _ _ __ <br />................. _..... _ .. <br />26S <br />_.... <br />+i7 <br />_ <br />_ <br />_ 234 <br />242 <br />_ _ ...._ <br />214:1 ;; <br />..... _ ...... <br />Apparent Breaking Elongation (percent) <br />MD 87 8$ i7 <br />_ _. __ <br />_ _ _ <br />__ <br />?7 <br />T4 <br />_.._ ...._ .. <br />_. _. _ <br />Ti <br />_ _ _ <br />__ 79 __ <br />83 <br />_ _..__.......... <br />................ <br />. ._.. ...... _ <br />_ _ _ <br />TD 100105 93 <br />__..._...._...... <br />__............. <br />_ _ ......_ <br />122 <br />...._... <br />14 <br />_ __ <br />_ _ _ <br />_............ <br />__._............. <br />_ ........... <br />ASTM D4533 Trapezoid Tear Strength (Ibs) <br />Specimens were tested as directed in Test Method 04533, dry <br />condition. <br />MD 108 710 120 ' <br />117 <br />- _ <br />122 <br />__...._....._........ <br />13 <br />1 <br />_ _ _ . _ <br />119 <br />TD 147 138 150 <br />152 <br />137 <br />1 <br />1!10 <br />141 <br />ASTM D4491 Permittivity (sec.') <br />Continued on next page <br />(Sheet 1 of 2) <br />LEGENDS: <br />MD - MACHINE DIRECTION 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />TDONSVERSE DIRECTION Precision Geosynthetic Laboratorie*national dba TRI Environmental, Inc. • <br />
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