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ARCHIVED REPORTS_2004
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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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_2004
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Entry Properties
Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:42:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
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_2004.tif
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EHD - Public
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s <br /> VectorEngineenng Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> 143E Spring Hill Drive,Grass Valley,CA 95945(530)272-2448 Test Method D-5321 A <br /> LABORATORY SERVICES <br /> Report Date: October 28,2003 <br /> Client Name: ALLIED WASTE, INC. Project Name: FORWARD LF Project No: <br /> superstrate: (::= 021605.00 <br /> Material 1: <:= Geocomposite,net towards HDPE LSN: <br /> Mareriar2: 1003D Clamped <br /> Substrate: GSE 60 mil HDPE smooth/tex,smooth towards Net LSN Clamped <br /> 10036 <br /> Bentofix NWL,Burnished side towards raspboard LSN' 10038 Rasp Board <br /> PEAK STRENGTH 12000 <br /> I <br /> TestNormal Shear Secant <br /> Point Stress Stress Friction <br /> 10000 I <br /> Psi psf psf Angle <br /> 1. 13.9 2000 260 7 <br /> 2. 27.8 4000 650 9 N 6000 <br /> 3. 55.6 8000 1170 8 a <br /> 4. 83.3 12000 1940 9 <br /> W <br /> ir <br /> 6000 ! <br /> to <br /> Adhesion: 0 psf = <br /> to 4000 <br /> Friction Angle: 9 degrees <br /> i <br /> Coefficient of 2000 <br /> Friction: 0.16 <br /> i I � <br /> 0 <br /> 0 2000 4000 6000 6000 10000 12000 14000 <br /> NOTE:GRAPH NOT TO SCALE NORMAL STRESS(psf) <br /> STRENGTH ENVELOPE 12000 <br /> at 2.5 in.dis lacement 1 i <br /> TestNormal Shear JSecant <br /> Point Stress Stress Friction 10000 <br /> PsiJ psf psf Angle I I J <br /> 1. 13.9 2000 250 7 <br /> 2. 27.8 4000 570 8 <br /> 3. 55.6 8000 1040 7 N 6000 <br /> a i <br /> 4. 83.3 12000 1760 8 I ! <br /> LU <br /> 6000 <br /> rn i <br /> Adhesion: 0 psf <br /> w <br /> v 4000 <br /> Friction Angle: 8 degrees <br /> i <br /> Coefficient o/ <br /> 2000 <br /> Friction: 0.14 i �= <br /> i <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 <br /> NOTE:GRAPH NOT TO SCALE NORMAL STRESS(psf) <br /> These results apply only to the above listed samples/materials.The data and information are proprietary and cannot be released without authorization of vector Engineering Inc. <br /> By accepting the data and result represented on this page,Client agrees to limit the liability of Vector Engineering,Inc.from client and all other parties for claims arising out of use of this <br /> data to the cost for the respective test(s)represented hereon,and Client agrees to indemnity and hold harmless Vector from and against all liabilityin excess of the aforementioned limit. <br /> L:1 labexcel I Projects 1 1902 10216051 1003A-Isds Entered By: KRC Print Date: 10/28/03 Rev By: Lab ne <br /> DCN:LSDS-rp(rev 0, 03/24/03) g' <br /> 1003A <br /> Page 1 of 2 I <br /> i <br />
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