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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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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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Vector Engineering Inca LARGE SCALE DIRECT SHEAR REPORT <br /> Laboratory Services Test Method ASTM D-5321-B <br /> 12438 Lome Rice Dive.,Suite C,Gress Valley,CA 95945 <br /> (530)272-2448 Fax:(530)272-8553 <br /> VECTOR ENGINEERING ProiectName: FORWARD LF Plcv-'No: 986011-903B <br /> Supe-trate: <— Board Spacers <br /> Material l: <— NS-3 CLAY LINER LSN: 903B <br /> Material 2: —> GSE 60 mil HPDE(Textured u /Smooth down) LSN: BAH ' Clamped <br /> Substrate: —> Concrete Board w/friction sand <br /> PEAK STRENGTH 12000 <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction 10000 <br /> psi psf psf Angle <br /> 1. 27.8 4000 3050 37 <br /> 8000- <br /> 2. 55.6 8000 4480 29 g <br /> to <br /> W <br /> 3, 118.1 17000 8010 25 s000 <br /> v, <br /> of <br /> 4 _ <br /> W <br /> (=p 4000 <br /> Adhesion: 1470 psf <br /> Friction Angle: 21 degrees 2000 <br /> Displ. Rate: 0.04 in./min. <br /> 0-- <br /> 0 2000 4000 s000 8000 10000 12000 14000 16000 18000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> STRENGTH ENVELOPE 12000 <br /> at 2.5 in.dis lacement <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction 10000 <br /> psi psf psf Angle <br /> 1. 27.8 4000 3040 37 <br /> N 8000 <br /> 2. 55.6 8000 4450 29 1-6 <br /> rn <br /> W <br /> 3. 118.1 17000 7480 24 6000 <br /> v7 <br /> tr <br /> Q <br /> LU <br /> = 4000 <br /> rn <br /> Adhesion: 1690 psf <br /> Friction Angle: 19 degrees 2000 <br /> DisP 1. Rate: 0.04 in./min. I <br /> 0 <br /> 0 2000 4000 6000 8000 10000 12000 14000 16000 18000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> The Friction Angle and Adhesion(or Cohesion)results given here are based on a mathematically determined best fit line. Further <br /> interpretation should be conducted by a qualified professional experienced in geosynthetic and geotechnical engineering. <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 o/use of this date to <br /> the cost for the respective tests represented hereon and Client agrees to indemnity and hold harmless Vector from and against all liabilitV in excess of the aforementioned limit. <br /> Report Date: Entered By: Reviewed By: Ketl Lab Log: <br /> 10/24/98 JG Page 1 of 2 9038 <br />
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