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ARCHIVED REPORTS_2006_4
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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
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EHD - Public
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the . /I ®tW%%/� <br />/ <br />-roject Name: <br />ISample Number: <br />SampleDescription: <br />ASTM D5321 <br />FORWARD LANDFILL Proj. No.: 809918 <br />U -IF -213 Load, psf.: 13,000 <br />SANDY CI AY / GEONET (NET DOWN) / SS TEXTURED HDPE, 60 mil, (SM <br />Checked By: <br />Date: 09/14/2000 <br />Tested By: DGC <br />GOTH SIDE UP). <br />NORMAL <br />LOAD COMPACTED SOIL <br />GEONET (NET DOWN) <br />TEXTURED HDPE [Initial <br />x. Density,cf. 110.5 <br />(SMOOTH UP) t. Water Content,% 15.3 <br />l Initial w/c., % 17.3 <br />t, Densi ct 99.5 <br />SHEAR DIRECTION l Final w/c., % 19.9 <br />All components of the liner system were exposed + 3/16" on soil. , inch. 11 0.018 <br />SHEAR, <br />.001 "/div. I psr. <br />0 <br />11 <br />50 <br />1943 <br />100 <br />2898 <br />0 150 <br />200 <br />3173 <br />3150 <br />250 <br />3.147 <br />300 <br />3145 <br />400 <br />3008 <br />500 <br />2848 <br />600 <br />2820 <br />700 <br />2932 <br />800 <br />2937 <br />900 <br />2873 <br />1000 <br />2798 <br />1100 <br />2834 <br />1200 <br />2892 <br />1300 <br />2896 <br />1400 <br />2846 <br />1500 <br />2796 <br />1600 <br />2843 <br />1800 <br />2869 <br />2000 <br />2816 <br />2200 <br />2873 <br />2400 <br />2600 <br />2816 <br />2839 <br />2800 <br />2843 <br />TEST <br />.Anchor the SS textured HDPE onto <br />ie bottom box with the smooth side <br />p and spray with water. <br />, Placed the geonet so that the net is <br />t contact with the smooth HDPE and <br />gray the textile (top side) with water. <br />Compact the subgrade material to <br />2% of max. dry density at opt. +2% <br />ater content onto the upper box and <br />aced it on top of the textile(geonet). <br />Apply the full normal'load. <br />Flood the whole system with water <br />id allow to hydrate and consolidate <br />r approx. 18-20 hrs. before shearing. <br />Shear at 0.04 inches /minute. <br />Failure occurs in between the <br />wnet and the smooth face of the <br />S)PE. <br />SHEAR LOAD VS. DISPLACEMENTS <br />4VVt <br />RZiZL <br />a <br />0 2000 <br />1 <br />w <br />C9 <br />94 <br />LIX11 <br />M <br />0 1000 2000 3000 <br />DISPLACEMENTS, (.001 "/div.) <br />5yX9318c <br />
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