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ARCHIVED REPORTS_2015
EnvironmentalHealth
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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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TEST ING. RESEARCH, CONSULTING AND FIELD SERVICES a <br />USA I A.1.11., A A»oewcow. A I G.. C ..n. AUw.w— ^.• c...». <br />TABLE 1. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 5/7/2015 <br />Date Reported: 5/13/2015 <br />Client Sample ID: R#J20203619 L#23447A <br />Material Description: 8oz Non -Woven Geotextile <br />SPECIMENS <br />ASTM D5261 Mass per Unit Area (oz/ yd.2 <br />QC'd By: <br />TRI Job No.: G150329 <br />TRI Control No.: 103736 <br />IM7 <br />Test Specimen Size: 4'x 8" <br />8.7 8.5 &1 #1.3 <br />ASTM D4632 <br />Grab Tensile <br />Test was performed as directed in D4632, dry condition. Intron Tensile Testing Machine with hydraulic action grips and <br />1 in x 2 in rubber faces was used. Maximum load used for testing: JULlbs <br />Grab Breaking Load (lbs) __...__ <br />MD 258 263 258 280$ >I 251 255 288 > <br />259 <br />TD 281' 2811 2611 244 231 235 '' <br />241 <br />Apparent Breaking Elongation (percent) <br />........ _ .._.. ........... -_ ..- ........._.._..._ <br />........ ........... ........_. <br />__ ..... ......... _ _ _ ...._...._._ .... _... _ ... _ ...... _ ....... <br />MD 81 78 89 90S' 84 867 <br />................ _ _ _ _ _. _ .. ......... ...._..... <br />......... _ _ __... _._ _ . _._.... ...._.... <br />_. <br />......... . ........... _..... _ .... .......... <br />.... <br />TD 1 fT t11106 'I 1Q3 106 1# Ck E4 115:> <br />_ _ _........ _.._. _..._.._ ........._ .... _.. <br />........... .. <br />__. ...... ._ ............... . <br />121E <br />...._ . . <br />ASTM D4533 <br />Trapezoid Tear Strength (lbs) <br />Specimens were tested as directed in Test Method DOW, dry conAlon. <br />MD 107 110 113rt#5 120 12f 10? 11i <br />.._ __ ....... ._ _ _ _ <br />19Ei <br />_ . <br />TD 136 141 162. 1 141 139 137 11 . <br />........ <br />1 <br />ASTM D4491 <br />.._._. _.. _..._ <br />Permittivity (sec.-) <br />............. <br />Constant Head <br />Four specimens were tested by holding the head constant at 50 mm. The corresponding water volume passing dwough the specimen <br />was collected at the discharge side and the amount and time recorded. Five readings were taken for each specimen. <br />BT Technology permittivity testing apparatus compliant to ASTM D4491 requirements was used <br />.._ .....__._.............. .... <br />...__ <br />QC'd By: <br />TRI Job No.: G150329 <br />TRI Control No.: 103736 <br />IM7 <br />
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