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ARCHIVED REPORTS_2003_5
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2003_5
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Entry Properties
Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:49:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_5
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2003_5.tif
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EHD - Public
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07/15/03 RBD 14:58 FAX 530 272 8533 VECTOR ENG'G [ 1003 <br /> Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> 12438 Loma Rice D&a.,Sub c,Grass Vatter,CA 9ss4s Test Method ASTM D-5321 A <br /> LABORATORY SERVICES <br /> Report Dere: July 30,2002 <br /> 0Name: ALLIED WASTE, INC. Pro1ed Nn— FORWARD LANDFILL Project N,: 021605.00 <br /> soperatrare: t-::D GSE Geocomposite,Singlesided-Net to HDPE L$N. 743B Clamped <br /> mieterrat it <=D GSE 60 mil HOPE Tex/Smooth towards Geocomposite <br /> LsN: 743X floatin <br /> M,tadW 2: c7* Bentofix ST,GCL Bumished towards Tex. HDPE LsN: 743A Rasp Board <br /> Substret& E=:> Concrete Board 71 <br /> PEAK STRENGTH 1eoo0 <br /> Test Normal Shear Secant <br /> 14000 <br /> Point Stress Stress Friction <br /> - <br /> psi psf psf Angle <br /> 1- 6.9 1000 180 10 1200° - <br /> 2. 20.8 3000 590 11 <br /> 3. 34.7 5000 1040 12 ayo0ots - - <br /> 4. 55.6 8000 1680 12 <br /> 5. 118.1 17000 4170 14 a ts000 <br /> M <br /> rn <br /> Adhesion: 0 psf �0 - <br /> Friction Angle: 13 degrees 4000- ------ <br /> Coefficient <br /> -•--Coef`icient of 0.24 2000 <br /> Friction: <br /> 0 <br /> � 0� <br /> �21000�4010�1080W 8000 10000 1203 14000 16000 18000 <br /> NORMAL STRE$3(psf) <br /> NOTE!GRAPH NOT TO SCALE <br /> STRENGTH ENVELOPE 16000 <br /> at 3 in.dis lacement <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction 14000 <br /> si psf psf Angle <br /> 1. 6.9 •1000 170 10 12000- <br /> 2- 20.8 3000 690 11 <br /> 3. 34.7 5000 1000 11 a l0000 <br /> 4. 55.6 8000 1550 11 <br /> S. 118.1 17000 3750 12 w _ <br /> hW- 8000 <br /> ctn <br /> Adhesion: 0 psf z e000 -' <br /> Friction Angle: 12 degrees 4000 - — - ` <br /> Coefficient of 0.21 2000 - �i:i <br /> Friction: <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> Thos,r"unj applyonlyto me above ftMd samples/materfals.Tho data and wrfamanon are prvprlotory and cannot he re/e,a,d wiftut auIW"Zstbn or Vona Engmeehnp Inc. <br /> 8!accept V the data and resuR rapr,scnted on rota page,Client agroe3 toting the It MUy d Vod0r En8(neertrig Ina ham dwonl and as omen PWIVS for downs at"out or use ar this <br /> data to the Costforme reapecttw tads esented hereon.and Client reel to Indamr; and hod harmless Voctor rran and against 0 HabO ;n excess or rhe aloremorAroned Am21 <br /> Re ey_ tab Log,'C:1 tabexcef 1 Projccts 1 1902 10218051 743Z•1-I5da Entereder KRC Pont Date- 07/16/03 7432-1 <br /> DCN:LSDS-rp(rev.6-27-00) Page 1 of 2 <br />
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