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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
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EHD - Public
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oject Name: <br />mple Number: <br />mpleDescription: <br />.001 "/dlr. <br />50 <br />100 <br />150 <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 />nto aw ma -a i <br />ASTM D5321 <br />FORWARD LANDFILL Proj. No.: 809918 <br />INF -213 Load, psf.: 6,000 <br />SANDY CLAY / GEONET (NET DOWN) / SS TEXTURED HDPE, 60 mil, (SM <br />Checked By: <br />Date: 09/18/2000 <br />Tested By: DGC <br />OOTH SIDE UP). <br />NORMAL <br />LOAD COMPACTED S011. <br />GEONET (NET DOWN) <br />TEXTURED HDPE ax. Dry Density, pcf. 110-1 <br />(SMOOTH UP) t. Water Content,% 15.3 <br />oil Initial w/c., % 17.3 <br />01 itial Density, cf. 99.5 <br />11 <br />SHEAR DIRECTION oil Final w/c., % 21.2 <br />All components of the liner system were exposed + 3/I6" on soil. cri , inch. 0.018 <br />SHEAR, <br />psf. <br />11 <br />764 <br />1274 <br />1362 <br />1195 <br />1160 <br />1098 <br />1095 <br />1302 <br />1189 <br />1148 <br />1179 <br />1148 <br />1196 <br />1158 <br />1168 <br />1160 <br />1158 <br />1165 <br />1155 <br />1166 <br />1151 <br />1148 <br />1145 <br />1143 <br />TEST <br />CONDITIONS <br />Anchor the SS textured HDPE onto <br />'re 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 />Tray the textile (top side) with water. <br />Compact the subgrade material to <br />i% 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. I8-20 hrs. before shearing. <br />Shear at 0.04 inches /minute. <br />Failure occurs in between the <br />>onet and the smooth face of the <br />SHEAR LOAD VS. DISPLACEMENTS <br />4UUl <br />3000 <br />N <br />qn <br />Q <br />a 2000 <br />w <br />x <br />IVI11f, <br />0 <br />0 1000 2000 3000 4000 <br />DISPLACEMENTS, (.001"/dir.) <br />byX93t8a <br />• <br />1-1 <br />
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