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ARCHIVED REPORTS_2009_26
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ARCHIVED REPORTS_2009_26
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Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:05 AM
Metadata
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EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_26
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
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2009_26.tif
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EHD - Public
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PARTICLE SIZEANALYSIS <br />Test Report <br />ASTM C-136 <br />No: <br />021605.09 <br />ler <br />FORWARD LANDFILL FU -08 UPPER <br />GRAVEL SAND <br />BOULDERS COBBLES <br />COARSE EINE COARSE I FINE <br />US SIEVE SIZE, INCHES US STANDARD SIEVE SIZE No. <br />Lab Sample No: <br />2875E <br />Report Date: <br />;eptember 14, 2009 <br />SILT AND CLAY <br />HYDROMETER <br />0 <br />E <br />6" <br />Description <br />3" <br />1.5" <br />3/4" <br />3/8" <br />4 10 <br />20 3040 <br />50 <br />100 <br />A <br />200 <br />Poorly Grade(dSP) Sand w/ Gravel <br />40.6 <br />0100 <br />IIIII <br />1 1 1 I I I I I <br />1.4 <br />1 1 <br />1 I I I <br />I I <br />1111iI <br />I I I 1 I <br />111 <br />I I I I <br />1 <br />I <br />IIIIII <br />1111 1 1 I I I <br />11111 <br />I I 1 1 1 I I I <br />I I I I I I I I <br />10 <br />I I I I I I I I <br />I I I I I I I I <br />I I <br />I I I I <br />I I <br />I I 1 1 Ij I I <br />I I I 11 <br />I <br />I ll 1 1 1 I I <br />I I I I I I I I <br />90 <br />I I I I I I I I <br />I I I I I I I I <br />( I I <br />; I I <br />I I I I <br />I I I 1 <br />I I <br />I I <br />I I I I I I <br />I I I I II I I <br />I I I I <br />I I I I <br />1 <br />I <br />I <br />I <br />I II I I I I I <br />111 11 I I I <br />I I I I I I I I <br />I I I 1 1 1 I I <br />20 I <br />IIIIII I I <br />I I I I I I I I <br />! 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I I <br />I l l 1 1 1 I <br />I I I <br />I I I I <br />I <br />I <br />I <br />I <br />I ISI I I I I I <br />I lil I I I I I <br />I I I I I 1 I I <br />90 <br />IIIII I <br />I I I I I I I I <br />I I <br />I I I I <br />I I <br />t i l l li I I <br />I I I I <br />I <br />1 <br />1111 I I I I I <br />I I I I I I I I <br />10 <br />IIIII 1 1 <br />I I I I I I I I <br />111111 <br />I I <br />I I I I <br />1 1 <br />I I <br />1111111 <br />1 1 1 1 11 1 I <br />III <br />I I I I <br />I <br />I <br />IIIII <br />I l i l 1 1 l I I <br />I I I I I I I I <br />I I I I I I I I <br />100 <br />I I <br />I I <br />I I I I <br />I 1 1 I <br />1 I <br />I I <br />I I I I li I I <br />1 1 I I li I I <br />I I I I <br />I <br />I <br />I <br />1111 1 1 I I I <br />111.1 1 1 1 I I <br />I I I I I I I I <br />I I I I I I I I <br />0 <br />1000.00 <br />100.00 <br />10.00 <br />1.00 <br />0.10 <br />0.01 <br />0.00 <br />Particle <br />Diameter, <br />mm <br />0 <br />E <br />Sample ID <br />Description <br />IN, Gravel <br />% Sand <br />% Silt - Clay <br />T <br />U) <br />A <br />DG -A14 (Rec'd 9/4) <br />Poorly Grade(dSP) Sand w/ Gravel <br />40.6 <br />58.0 <br />1.4 <br />Size Passing, mm D60 = 4.82 D30 = 3.46 D10 = 2.58 <br />Coefficient of Curvature, Cc: 0.96 Coefficient of Uniformity, C,,: 1.87 Fineness Modulus = 5.27 <br />Note: " Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3. <br />These results apply only to the above listed samples. The data and information are proprietary and can not be released without authorization of Vector Engineering Inc. <br />By accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from Client and all other parties claims arising out of the use of <br />this data to the cost for the respective test(s) represented here, and Client agrees to indemnify and hold harmless Vector from and against all liability in excess of the aforementioned limit. <br />L: Labexcel l ProjecFs 12002102160512875E -Me Print Date: Reviewed By: LSN: <br />DCN: MA-rp (rev. 6/04/05) <br />09/21/09 28,5E <br />
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