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ARCHIVED REPORTS_1999_1
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_1999_1
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Entry Properties
Last modified
7/17/2020 3:53:20 PM
Creation date
7/3/2020 10:47:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1999_1
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_1999_1.tif
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EHD - Public
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vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> Laboratory Services Test Method D-6243-B <br /> 12438 coma Rica&ve.,suite C,Grass valley,CA 95945 <br /> (590)272-2448 Fax(5M 272.8558 <br /> ALLIED WASTE INC. Rq*'Na— FORWARD LANDFILL aroi ddb. 986011.02 <br /> o-ate: 3 Sub-grade Soil tsnr 120-G Remolded <br /> Material 1: 4�= CETCO Bentomat DN White side up); Roll#1832 LsN: BFF Floating <br /> Material2 b GSE 60 mil Geomembrane T/S Textured side up); Roll#105100590 LsN: BET Floating <br /> substrate: b GSE Geocom osite Textile side down); Roll#110104841 LsN: BEU Floating <br /> PEAK STRENGTH <br /> sao <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction <br /> psi psf psf Angle 400 <br /> 1, 1.0 144 70 26 <br /> 2, 2.0 288 110 21 a <br /> .; 300 <br /> 3. 5.0 720 230 18 W <br /> W <br /> W <br /> Adhesion: 30 psf = <br /> C0 <br /> Friction Angle: 15 degrees <br /> 100 <br /> Coefficient of 0.27 <br /> Friction: <br /> 0 <br /> 0 200 400 600 800 1000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOTTO SCALE <br /> STRENGTH ENVELOPE 500 <br /> Lt 2.5 in.dis Iacement <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction <br /> psi psfpsf An le 400 <br /> 1. 1.0 144 60 23 <br /> 2. 2.0 288 90 17 <br /> U) <br /> 0 <br /> 3. 5.0 720 170 13 0-1 <br /> U) <br /> Q 200 <br /> W <br /> Adhesion: 30 psf <br /> Friction Angle: 11 degrees 100 <br /> Coefficient of 0.19 <br /> Friction: <br /> 0 <br /> 0 200 400 600 800 1000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> E: 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 of use of this data to <br /> he ast for the respective testis)represented hereon,and Client agrees to indemnity and hold harmless Vector from and easinstall liability in excess of the aforementioned limit. <br /> Report Date: Entered try: Reviewed By:}., Lab Log: <br /> 07/26/99 JMR (� Page 1 of 2 161 D <br />
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