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ARCHIVED REPORTS_2004
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_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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Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> 12436 Lane Rica Of".,Sudo C,Orals Valley,CA 96945 Test Method ASTM D-5321 A <br /> LABORATORY SERVICES <br /> Report Mete: July 30,2002 <br /> cranrName: ALLIED WASTE, INC. ProlectNnma FORWARD LANDFILL Projectivo: 021605.00 <br /> tsN, 7438 Clamped <br /> superstrate: C= GSE Geocomposite,Singlesided-Net to HDPE <br /> n,atanat 1: � GSE 60 mil HDPE Tex/Smooth towards Geocomposite <br /> LsN: 743X Floating <br /> Morodot?: c--* Bentofix ST,GCL Burnished towards Tex. HDPE LsN: 743A Rasp Board <br /> sunsrrera: =* Concrete Board <br /> PEAK STRENGTH 10000 <br /> Test Normal Shear Secant <br /> 14000 ' <br /> Point Stress Stress Friction <br /> psi psf psf Angle <br /> 1. 6.9 1000 180 10 12000 - <br /> 2. 20.8 3000 590 11 <br /> 3. 34.7 5000 1040 12 nt0000 — <br /> 4. 55.8 8000 1680 12 N <br /> 5, 118.1 17000 4170 14 a a000 <br /> rn <br /> Adhesion: 0 psf 6000 <br /> Friction Angle: 13 degrees 4000 - - - - — -- <br /> Coefficient of 0.24 2000 - - - <br /> FrJction: <br /> 0 <br /> 0 2000 4000 8000 80DO 10000 12000 14000 18000 18000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> STRENGTH ENVELOPE 18000 <br /> at 3 in.dis lacement <br /> Test Normal Shear Secant _ <br /> Point Stress Stress Friction la000 - - <br /> Psi psf psf Angle <br /> 1. 6.9 1000 170 10 tz000 - <br /> 2_ 20.8 3000 690 11 <br /> 3. 34.7 5000 1000 11C,l000a- - - <br /> 4. 55.8 8000 1550 11 <br /> 5. 118.1 17000 3750 12 w _. <br /> F- <br /> 8000 <br /> Adhesion: 0 psf T e000 - <br /> Friction Angle: 12 degrees 4000- <br /> Coefficient <br /> 000-Coefficient of 0.21 2000. - -- .- <br /> Friction.- <br /> i <br /> 0 1 - I -]---------------- <br /> 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> Theso rosuas apply only to me above listed samples/materials.Tho doth and:IrormaDon are propriotory and cannot De weosod without autnon2s6bn or Voaor Engineennp Inc. <br /> 8y accepting the data end result roproscnted on thea page,Client p9roos to lima the IteDNry of vmfor Eoglaeering.Inc.dom dont and oil other pertros for doims arising out or use of this <br /> dare to"cost ror me respectNo tosf s re resented nereon.pry Client agrees to inde-My and had harmless vactOr frohn and soelnaf 911 I19b11' ;n e�ceas or the eloramenfhoned 6m2 <br /> La lebexcat 1 Proiccts k 1902 1 021605 1 743Z-1-Isdo Entered By KRC Print Data: 07116/03 Rov.By Lab Log: A -7 1 <br /> 7432- B <br /> DCN.-LSDS-rp(rev. 6-27-00) Page 1 of 2 <br />
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