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ARCHIVED REPORTS_2015
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2015
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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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Interpretation of SGI Interface Shear Strength Test Results <br />Foothill Sanitary Landfill - Area 2A Liner System <br />/Q <br />DETALTYP. <br />a SIDE SLOPE LINER SYSTEM <br />N.T.S. <br />? cc^t!+-Ares.'A Lm. C—Sgu.Wl <br />Page 2 <br />8/4/15 <br />.nom tAYERa �i <br />SI GARO OR EAR t WILL <br />(Noun g} <br />4 DETAIL TYPE_ -- <br />N es FLOOR LINER SYSTEM <br />N.T.S. <br />(a) (b) <br />Figure l: Foothill Landfill: (a) sideslope and (b) base liner systems <br />Because the soil types for the FLS and SSS are similar, only the FLS was used by SGI for the <br />interface testing. As a result, only the following interfaces were tested and the numbering <br />system used by SGI for these test series are as follows: <br />Single Interface Test Series Interface Tested <br />1 GCL/FLS <br />2 GM/GCL <br />3 GM/GC <br />After Single Interface Test Series 1 through 3 were completed, two additional test series were <br />conducted to confirm the single interface test results. These two test series are numbered below <br />and consist of multiple interface tests in which all of the interfaces shown below are tested at the <br />same time: <br />Multi -Interface Test Series <br />4 - Base Liner System <br />5 — Sideslope Liner System <br />Interface Tested <br />Gravel/GM/GCL/FLS <br />Operations Soil/GC/GM/GCL/FLS <br />The specimen configuration and test procedures, including hydration and consolidation <br />conditions and times, normal stresses, and shear displacement rates are described by AES (2015) <br />and are in agreement with the requirements of Section 02800 of the contract specifications. <br />2.0 Material Specifications <br />There are several key material parameters that impact the interface strength results presented <br />below. Some of these parameters exceed the contract specifications, so for the test results <br />presented herein to be representative of field conditions, the installed material should exhibit the <br />same parameters as used in the laboratory interface testing. The key parameters are summarized <br />below and details of this testing are presented in AES (2015): <br />F <br />n <br />LJ <br />n <br />
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