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ARCHIVED REPORTS_2006_4
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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
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EHD - Public
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rar <br />Project Name: <br />Sample Number: <br />SampleDescriptiou: <br />ASTM D5321 <br />FORWARD LANDFILL Proj. No.: 809918 <br />INF -2A Load, psf.: 13,000 <br />SANDY CLAY / GCL / SS TEXTURED HDPE, 60 mil, (TEXTURED SIDE UPI <br />Checked By: <br />Date:09/27/2000 <br />Tested By: DGC <br />NORMAL <br />LOAD COMPACTED SOIL <br />GCL <br />TEXTURED HDPE Fr,.. <br />Density, pct. 110.3 <br />slaw (TEXTURED UP) er Content,% 15.3 <br />l w/c., % 17.3 <br />ni cf. 99.5 <br />SHEAR DIRECTION w/c., % I8.1 <br />All components of the liner system were exposed + 3/16" on soil inch. 0.018 <br />DISPLACEMENTS, <br />.001 "Idly. <br />0 <br />50 <br />100 <br />150 <br />250 <br />300 <br />400 <br />600 <br />700 <br />800 <br />900 <br />1000 <br />1100 <br />1200 <br />1300 <br />1400 <br />1500 <br />1600 <br />1800 <br />2000 <br />2200 <br />2400 <br />2600 <br />11 <br />1865 <br />1716 <br />1700 <br />1753 <br />1877 <br />2078 <br />2811 <br />3701 <br />4316 <br />4622 <br />4825 <br />4978 <br />5022 <br />4772 <br />4345 <br />3518 <br />2882 <br />2423 <br />2140 <br />1838 <br />1758 <br />1636 <br />1563 <br />1493 <br />I479 <br />1TESTTEST <br />CONDITIONS <br />I. Anchor the SS textured HDPE onto <br />the bottom box with the textured side <br />up and spray with water. <br />2. Placed the hydrated GCL (24 hrs) <br />on top of the textured HDPE. <br />3. Compact the subgrade material to <br />0% of max. dry density at opt. +2% <br />water content onto the upper box and <br />laced it on top of the GCL. <br />4. Apply the full normal load. <br />S. Flood the whole system with water <br />and allow to hydrate and consolidate <br />for approx. 18-20 hrs. before shearing. <br />6. Shear at 0.04 inches /minute. <br />7. Failure occurs in between the <br />GCL and the textured HDPE. <br />Starts shearing inside the GCL. <br />SHEAR LOAD YS. DISPLACEMENTS <br />Duut <br />M12 <br />4000 <br />3000 <br />w <br />x <br />► 4v <br />1000 <br />111 <br />0 1000 2000 3000 <br />DISPLACEMENTS, (.001 "Idly.) <br />tip�93tbv <br />
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