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ARCHIVED REPORTS_2006_15
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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 Engineering Inc. MOISTUREIDENSITY RELATIONSHIPS <br />143E Spring HN Drive, Grass Valley, CA 98945 (530) 272-2446 <br />LABORATORYSERVICES TEST REPORT <br />ASTM D - 1557 <br />1 <br />135 <br />130 <br />U 125 <br />120 <br />O <br />115 <br />110 <br />105 <br />1004- <br />2.0 <br />100 % Saturation Curve <br />Specific Gravity app. 2.7 <br />4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 <br />Water Content, <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -6 with 0 Percent + 3/4" Gravel, the maximum Dry Density 118.0 14.6 <br />Note: The test was conducted as method A with <10 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 not be released without authorization of Vector Engineering Inc. <br />pting 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 />to t:' <br />the cost for the respective test(s) represented here, and Client gees to indemnify and hold harmless Veer from and against all liability in excess of the aforementioned limit. <br />Uabexcel t Projects 120021021605 1 CL-6-cmp xis Test By. Enter By. Ck. By.• <br />DCN: CMP-rp (rev. W"3) KAU KAU <br />Lab <br />Sample <br />Description <br />Maximum <br />Optimum Water <br />No. <br />Identification <br />Dry Density <br />Content <br />pcf kg / m" <br />% <br />■ <br />CL -6 <br />CL -6 9-20-05 <br />Brown Silty CLAY w/sand <br />118.0 1.89 <br />14.6 <br />Corrected Values For Oversized Particles, per ASTM D-4718 <br />■ CL -6 with 0 Percent + 3/4" Gravel, the maximum Dry Density 118.0 14.6 <br />Note: The test was conducted as method A with <10 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 not be released without authorization of Vector Engineering Inc. <br />pting 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 />to t:' <br />the cost for the respective test(s) represented here, and Client gees to indemnify and hold harmless Veer from and against all liability in excess of the aforementioned limit. <br />Uabexcel t Projects 120021021605 1 CL-6-cmp xis Test By. Enter By. Ck. By.• <br />DCN: CMP-rp (rev. W"3) KAU KAU <br />
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