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ARCHIVED REPORTS_2006_15
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2006_15
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Last modified
7/17/2020 3:53:25 PM
Creation date
7/3/2020 10:51:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_15
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_15.tif
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EHD - Public
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Vector Engineenng Inc. <br />143E Spring Hill Detre, Gress Valley, CA 95945 (530) 272-2448 <br />LABORATORY SERVICES <br />140 <br />135 <br />130 <br />125 <br />4 <br />120 <br />O <br />0 <br />115 <br />110 <br />105 <br />100 -4- <br />2.0 <br />4.0 6.0 8.0 <br />MOISTURE/DENSITY RELATIONSHIPS <br />TESTREPORT <br />ASTM <br />Project No.: Lab Log No.: <br />021605.06 CL -3- <br />10.0 12.0 14.0 <br />Water Content, % <br />100 % Saturation Curve <br />Specific Gravity app. 2.7 <br />16.0 18.0 20.0 22.0 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />® CL -3 with 0 Percent + 3/4" Gravel, the maximum Dry Density 115.5 14.9 <br />Note: The test was conducted as method A with <4 percent retained on the no. 4 sieve (minus 3/4") <br />These results apply only to the above listed samples. The data and information are proprietary and can riot be released without authorization of Vector Engineering Inc. <br />accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from C119M and all other parties claims arising out of time use of <br />data to the cost for time respective test(s) represented here, and Client agrees to indemnify and hold harmless VectDr from and against all liability in excess of the aforementioned limit. <br />L•Labexcel 1 Projects 12002 1021605 1 CL-3-cmp.x1a Test By. Er6r By. Ck. By. <br />DCN: CMP-rp (rev. 32W3) KAU KAU <br />Lab <br />Sample <br />Maximum <br />Optimum Water <br />No. <br />Identification <br />Description <br />Dry Density <br />Content <br />V) <br />pcf kg / m" <br />% <br />■ <br />CL -3 <br />CL -3 9-13-05 <br />Light Brown Silty CLAY <br />115.5 1.85 <br />14.9 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />® CL -3 with 0 Percent + 3/4" Gravel, the maximum Dry Density 115.5 14.9 <br />Note: The test was conducted as method A with <4 percent retained on the no. 4 sieve (minus 3/4") <br />These results apply only to the above listed samples. The data and information are proprietary and can riot be released without authorization of Vector Engineering Inc. <br />accepting the data and results represented on this page, client agrees to limit the liability of Vector Engineering, Inc. from C119M and all other parties claims arising out of time use of <br />data to the cost for time respective test(s) represented here, and Client agrees to indemnify and hold harmless VectDr from and against all liability in excess of the aforementioned limit. <br />L•Labexcel 1 Projects 12002 1021605 1 CL-3-cmp.x1a Test By. Er6r By. Ck. By. <br />DCN: CMP-rp (rev. 32W3) KAU KAU <br />
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