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ARCHIVED REPORTS_2015
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2015
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Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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AP Engineering and Testing, Inc. <br />DBEIMSEIseE <br />2607 Pomona ®outevard I Pomona, CA 91768 <br />t 90%869.6316 I f-909.869.6318 I www.aotaboratorv_carn <br />Client: <br />Advanced Earth Sciences <br />3662 <br />3705 <br />AP Number: <br />15-0603 <br />Project Name: <br />Foothill Landfill Area 2A <br />Tested By: <br />AP <br />Date: <br />06/03/15 <br />Project No.: <br />14-101-01 <br />Calculated By: <br />NN <br />Date: <br />06/05/15 <br />Sample No.: <br />15 (Earthfill @ Subgrade at South) <br />Checked By: <br />AP <br />Date: <br />06/08/15 <br />Sample Type: <br />Bulk <br />Sample Date: <br />N/A <br />Visual Sample Description <br />METHOD <br />MOLD VOLUME (CU.FT) <br />Silty Sand <br />Compaction Method X ASTM D1557 <br />ASTM D698 <br />A Preparation Method Moist <br />0.0333 X Dry <br />Wt. Comp. Soil + Moldm.) <br />3589 <br />3662 <br />3705 <br />3673 <br />Wt. of Mold m. <br />1860 <br />1860 <br />1860 <br />1860 <br />Net Wt. of Soil (gm.) <br />1729 <br />1802 <br />1845 <br />1813 <br />Container No. <br />152.25 <br />Wt. of Container (m.) <br />137.12 <br />Wet Wt. of Soil + Cont. m. <br />346.99 <br />Dry Wt. of Soil + Cont. (gm.) <br />315.84 <br />Moisture Content (%) <br />17.43 <br />Wet Density (pco <br />114.38 <br />Dry Density (pcf) <br />97.40 <br />Maximum Dry Density (pct] 100.5 <br />Maximum Dry Density w/ Rock Correction (pco N/A <br />130 <br />PROCEDURE USED <br />152.25 <br />X METHOD A: Percent of Oversize: 2.3% <br />384.27 <br />Soil Passing No. 4 (4.75 mm) Sieve <br />423.66 <br />Mold: 4 in. (101.6 mm) diameter <br />120 <br />Layers: 5 (Five) <br />26.86 <br />Blows per layer: 25 (twenty-five) <br />20.14 <br />119.18 <br />n <br />METHOD 8: Percent of Oversize: N/A <br />a <br />C 110 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />a) <br />0 <br />Mold: 4 in. (101.6 mm) diameter <br />o <br />Layers: 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />100 <br />METHOD C: Percent of Oversize: N/A <br />Soil Passing 3/4 in. (19.0 mm) Sieve <br />Mold: 6 in. (152.4 mm) diameter <br />Layers: 5 (Five) <br />Blows per layer: 56 (fifty-six) <br />90+ <br />0 <br />149.62 <br />152.25 <br />149.96 <br />384.27 <br />308.91 <br />423.66 <br />334.59 <br />278.72 <br />377.78 <br />26.86 <br />23.87 <br />20.14 <br />119.18 <br />122.02 <br />119.91 <br />93.95 <br />98.51 <br />99.81 <br />Optimum Moisture Content (%) 22,0 <br />Optimum Moisture Content w/ Rock Correction (%) N/A <br />® 100% Saturation @ S.G.= 2.6 <br />® - - 100% Saturation @ S.G.= 2.7 <br />® ®100% Saturation @ S.G.= 2.8 <br />10 20 30 <br />Moisture (%) <br />
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