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ARCHIVED REPORTS_2015
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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6484
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS
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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 />uvr », us. .».» ,.,, ca uan .»oew.o........ I oo.w co.vr - au. .u. au:,.ou . c»,». ���{•���I� <br />TABLE 6. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 5/7/2015 QC'd By: q01 U -A <br />ASTM D4632 Grab Tensile <br />Test was performed as directed in D4632, dry condition. Intron Tensile Testing Machine with hydraulic action grips and <br />I in x 2 in rubber faces was used. Maximum load used for testing: 1500 lbs <br />Grab Breaking Load (Ibs) <br />........................... <br />MD 248 301 280 279 297 <br />252 <br />256 <br />230 <br />TD' 245 360 253 248 240 <br />267 <br />270 <br />250 <br />2.4 <br />Apparent Breaking Elongation (percent) <br />MD 73 86 82 77 82 <br />83' <br />91 <br />841 <br />86 <br />TD 7T' 82 86 87 SS <br />$0 <br />7S <br />$1 <br />ASTM D4533 Trapezoid Tear Strength (Ibs) <br />Specimens were tested as directed in Test Method D4533, dry conaftn. <br />MD. 113 114 111,:: 11.8 103 <br />11 T <br />122 <br />119 '' <br />126 <br />TD' 141' 142 138 150 "153 <br />147 <br />141 <br />159 <br />139 <br />ASTM D4491 Permittivity (sec.-') <br />Constant Head Four specimens were tested by holding the head constant at 50 mm. The corresponding water volume passing through the specimen <br />Continued on next page (Sheet 1 of 2) <br />LEGENDS: <br />MD - MACHINE DIRECTION 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />TD,WNSVERSE DIRECTION Precision Geosynthetic Laboratorie*national dba TRI Environmental, Inc. <br />
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