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ARCHIVED REPORTS_2015
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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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• • *Page 1 of 1 <br /> TABLE 3 <br /> SUMMARY OF FIELD COMPACTION TEST RESULTS-TRENCH BACKFILL <br /> CQA SERVICES FOR THE CONSTRUCTION OF AREA 2A AT <br /> FOOTHILL SANITARY LANDFILL,SAN JOAQUIN COUNTY,CA <br /> Project No.: 14-101-01 Contractor: R J Gordon <br /> Client: San Joaquin County <br /> Remarkln-Situ Values Compaction MC <br /> ApproximateTest Test Wet MC- MC_ Dry Max.Dry Relative Relative <br /> Test Location Type Density Nuclear Microwave Density Density OMC to OMC Compaction Pass/ <br /> No. Date Tested By Northing Easting N SC (pcf) Vyo) Vyo) (Pcf) Oct) M M Fail <br /> Anchor Trench Backfill <br /> AT1 09/10/15 RN 2198170 6437750 X 128.8 14.0 17.9 109.2 112.0 15.5 +2.4 97.5 P <br /> AT1 09/10/15 RN 2198170 6437750 X 125.5 17.9 106.4 112.0 15.5 +2.4 95.0 P <br /> CP 121.0 11.4 108.6 112.0 15.5 Check Pt. <br /> AT2 09/16/15 MH 2198290 6437760 X 116.3 12.5 103.4 112.0 15.5 -3.0 92.3 P <br /> AT3 09/17/15 MH 2198370 6437760 X 124.9 12.8 110.7 112.0 1 15.5 -2.7 98.9 P <br /> CP MH 122.8 1 12.7 109.0 112.0 15.5 Check Pt. <br /> AT4 09/18/15 MH 2198490 6437760 X 125.5 16.4 107.8 112.0 15.5 +0.9 96.3 P <br /> AT5 09/08/15 MH 2198140 6437730 X 116.7 13.3 103.0 112.0 15.5 -2.2 90.0 P <br /> AT6 09/18/15 MH 2198500 6436379 X 118.4 15.2 102.8 112.0 15.5 -0.3 91.8 P <br /> Forced Main Trench Backfill <br /> FMT7 09/23/15 MH 2198174.7 6437786.5 X 123.6 13.8 108.6 112.0 15.5 -1.7 97.0 P <br /> FMT8 09/23/15 MH 2198131.4 6437829.3 X 119.9 14.3 104.9 112.0 15.5 -1.2 93.7 P <br /> FMT9 09/23/15 MH 2198047.8 6437829.7 X 121.9 15.2 105.8 112.0 15.5 -0.3 94.5 P <br /> FMT10 09/23/15 MH 2197987.4 6437827.3 X I 21.9 12.8 108.1 112.0 15.5 -2.7 96.5 P <br /> Granular Backfill <br /> GB1 07/21/15 MH 2198170 6437750 X 1203 6.4 113.1 126.0 3.5 +2.9 90.0 P <br /> GB2 07/28/15 MH 2198170 6437708 X 129.4 5.8 122.3 126.0 3.5 +2.3 97.1 P <br /> Average(Passing test Only) 14.4 106.2 -1.1 94.6 <br /> Range(Passing test Only) 12.5 to 17.9 102.8 to -3.0 to 90.0 - 98.9 <br /> +110.7 +2.4 <br /> Specification Limits z 90% <br /> Note: <br /> 1.Abbreviations:N-Nuclear Density Gauge Test(ASTM D6938);SC-Sand Cone Test(ASTM D1556);MC-Moisture Content;OMC-Optimum Moisture Content <br /> 2.Range and average do not include granular backfill tests as the material specification is significantly different. <br /> AdwisewW <br /> P:\14 Projects\14-101(SJCDPW North County and Foothill)\Foothill CQA\Report\Tables\FDT Trench backfill.xlsx,Foundation <br /> aoticnneai..a�ConwMrrrr <br />
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