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ARCHIVED REPORTS_2006_4
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2006_4
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Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_4
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_2006_4.tif
Tags
EHD - Public
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IVIwector Engineefifig Inc. LARGE SCALE DIRECT SHEAR REPORT <br />143E Spft HN Orive. Gras$ Vaft CA 95941 (00) 2n.z4ga <br />Modified D-5321, with multiple interfaces <br />LABORATORY SERVICES <br />RepW Date: July 6,2005 <br />FORWARD INC. P*dN—&-- FORWARD LANDFILL Project Na 021605.05 <br />Geocomposite Roll # 131149365 1492G Clamped <br />GSE HDPE 60 mil TIS Roll # 118202 <br />Floating LfW�'—1 4 at <br />WNW Z 2H ��Floipn�g��� <br />NOTF_(;JRAPH NOT TO SCALE <br />Lv 1v114uu61e marc <br />6000 <br />PEAK STRENGTH <br />4000 - <br />Test <br />Normal <br />I Shear <br />Secant <br />Point <br />stress <br />Stress <br />Friction <br />Point <br />psi <br />psf <br />psf <br />Angle <br />1. <br />6.9 <br />1000 <br />240 <br />13 <br />4. <br />Z <br />17.4 <br />2500 <br />610 <br />14 <br />2. <br />3. <br />34.7 <br />5000 <br />1080 <br />12 <br />U) C-1 <br />4. <br />69.4 <br />10000 <br />2180 <br />12 <br />.5 <br />&3 <br />69.4 <br />10000 <br />2150 <br />12 <br />Q <br />0) <br />w <br />LU <br />to <br />w <br />tr <br />w <br />tr <br />Adhesion: <br />40 <br />psf <br />Adhesion: <br />50 psf <br />w 4 <br />3: <br />Friction Angle. 12 <br />degrees <br />Friction Angle: 12 degrees <br />Coefficient of <br />Friction: <br />0.21 <br />NOTF_(;JRAPH NOT TO SCALE <br />NOTE: GRAPH NOT TO SCALE <br />6000 <br />STRENGTH ENVELOPE <br />4000 - <br />(at 3.0 in. displacement) <br />.000 <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />psi <br />psf <br />psf <br />Angle <br />I <br />4. <br />6.9 <br />1000 <br />240 <br />13 <br />2. <br />17.4 <br />2500 <br />610 <br />14 <br />3. <br />34.7 <br />5000 <br />1060 <br />12 <br />4. <br />69.4 <br />10000 <br />2150 <br />12 <br />Q <br />0) <br />to <br />w <br />w <br />tn <br />Adhesion: <br />50 psf <br />w 4 <br />3: <br />Friction Angle: 12 degrees <br />Coefficient of <br />Friction: <br />0.21 <br />NOTF_(;JRAPH NOT TO SCALE <br />0 2000 4000 6000 8000 <br />10000 120,00 <br />NORMAL STRESS (psf) <br />0 k <br />0 <br />2000 4000 6000 8000 10000 12000 <br />NORMAL STRESS (psf) <br />OCN.- LSDS-rp (rev- 03101104) <br />P09e 1 of 2 <br />L?IU L.Vfj. <br />1492K <br />0 <br />6000 <br />4000 - <br />.000 <br />0 2000 4000 6000 8000 <br />10000 120,00 <br />NORMAL STRESS (psf) <br />0 k <br />0 <br />2000 4000 6000 8000 10000 12000 <br />NORMAL STRESS (psf) <br />OCN.- LSDS-rp (rev- 03101104) <br />P09e 1 of 2 <br />L?IU L.Vfj. <br />1492K <br />0 <br />
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