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ARCHIVED REPORTS_2013_3
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2013_3
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_3
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_2013_3.tif
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EHD - Public
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Geo -Logic <br />ASSOC I ATE S <br />Project Name: <br />MOISTURE/ DENSITY RELATIONSHIPS <br />Test Report <br />ASTM D - 1557 <br />Report Date: <br />LU7J <br />I <br />6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 I <br />Water Content, <br />Forward LF WMU <br />Sample <br />130 <br />Maximum <br />Optimum Water <br />128 <br />No. <br />Identification <br />126 <br />Dry Density <br />Content <br />124 <br />122 <br />pcf k5 t m3 <br />120 <br />CB -0521- <br />Q <br />118 <br />114.4 <br />1832 <br />15.0 <br />co <br />116 <br />O <br />114-- <br />2!1 <br />Q <br />112 <br />110 <br />108 <br />106 <br />104 <br />102 <br />100 <br />0 2 4 <br />MOISTURE/ DENSITY RELATIONSHIPS <br />Test Report <br />ASTM D - 1557 <br />Report Date: <br />LU7J <br />I <br />6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 I <br />Water Content, <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ FCB -0521-S with 0 Percent +#4 Gravel, the maximum Dry Density = 114.4 15.0 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <br />supplied and tested for the above referencedjob <br />L:Labexcel 1 FORMS 1 GLA Forms 1 Reports 12013.A055 1 FCB-0521-S4-cmp.x1s Print Date: En <br />DCN: CMP-rp (rev. 521/09) Print Date : 6/3/2013 6/3/2013 PP <br />JL FCB -0521-S4 <br />.7 <br />• <br />Lab <br />Sample <br />Maximum <br />Optimum Water <br />-6 <br />E <br />No. <br />Identification <br />Description <br />Dry Density <br />Content <br />rn <br />pcf k5 t m3 <br />■ <br />CB -0521- <br />FCB -0521-S4 <br />Brown Lean Clay with Sand (CL) <br />114.4 <br />1832 <br />15.0 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ FCB -0521-S with 0 Percent +#4 Gravel, the maximum Dry Density = 114.4 15.0 <br />Note: The test was conducted as method A with 0 percent retained on the no. 4 sieve ( minus #4) <br />supplied and tested for the above referencedjob <br />L:Labexcel 1 FORMS 1 GLA Forms 1 Reports 12013.A055 1 FCB-0521-S4-cmp.x1s Print Date: En <br />DCN: CMP-rp (rev. 521/09) Print Date : 6/3/2013 6/3/2013 PP <br />JL FCB -0521-S4 <br />.7 <br />• <br />
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