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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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the i <br />/ OUP. <br />IlProject Name: <br />Sample Number: <br />SampleDescription: <br />ASTM D5321 <br />FORWARD LANDFILL <br />INF -2B <br />SANDY CLAY / GEONET (NET <br />Proj. No.: 809918 <br />Load, psf: 1,000 <br />DOWN) I SS TEXTURED HDPE, 60 mil <br />NORMAL <br />LOAD I COMPACTED SOIL <br />�r GEONET (NET DOWN) <br />TEXTURED HDPE <br />(SMOOTH UP) <br />F a—F, <br />SHEAR DIRECTION <br />All components of the liner system were exposed + 3/16" on soil. <br />Checked By: <br />Date. 09/2( <br />Tested By: DGC <br />OOTH SIDE UP). <br />ax. Density,cf. <br />110.5 <br />t. Wetcr Content,% <br />15.3 <br />oil Initial w/c., % <br />11.3 <br />ilial Density, cf. <br />99.5 <br />Soil Final w/c., % <br />21.4 <br />Asperity, inch. <br />0.018 <br />800 <br />1000 <br />II DISP AC ME.NTS,11 SHEAF, II CONTEST DITIONS II SHEAR LOAD VS. DISPLACEMENTS 11 <br />0 <br />11 1. Anchor the SS textured HDPE onto <br />194 the bottom box with the smooth side - <br />218 up and spray with water. <br />229 . Placed the geonet so that the net is <br />238 in contact with the smooth HDPE and <br />234 pray the textile (top side) with water. <br />234 3. Compact the subgrade material to <br />233 0% of max. dry density at opt. +2% <br />1 239 water content onto the upper box and <br />if 243 laced it on top of the textile(geonet). <br />236 4. Apply the full normal load. <br />239 S. Flood the whole system with water <br />239 and allow to hydrate and consolidate <br />238 or approz. 18-20 hrs. before shearing. <br />239 6. Shear at 0.04 inches /minute. <br />238 7. Failure occurs in between the <br />23.9 Geonet and the smooth face of the <br />239 DPE. <br />237 <br />236 <br />240 <br />237 <br />234 <br />236 <br />235 <br />235 <br />400( <br />3000 <br />a <br />O 2000 <br />1000 <br />0 <br />50 <br />100 <br />ISO <br />200 <br />250 <br />300 <br />400 <br />500 <br />600 <br />800 <br />1000 <br />1200 <br />1400 <br />1600 <br />1800 <br />2000 <br />2200 <br />2400 <br />2600 <br />2800 <br />3000 <br />3200 <br />3400 <br />3600 <br />3800 <br />0 1000 2000 3000 4000 <br />DISPLACEMENTS, (.001 "/div.) <br />STX93tbo <br />
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