ARCHIVED REPORTS_2015 - Laserfiche WebLink

Home Browse Search

• • • TABLE 2 (Continued) Page 2 of 4 SUMMARY OF FIELD COMPACTION TEST RESULTS-FOUNDATION LAYER SOIL CQA SERVICES FOR THE CONSTRUCTION OF AREA 2A AT FOOTHILL SANITARY LANDFILL,SAN JOAQUIN COUNTY,CA Project No.: 14-101-01 Contractor: R J Gordon Client: San Joaquin County In-Situ Values Compaction MC ApproximateTest Test Wet mc- mc- mc- Dry Max.Dry Relative Relative Test Location Type Density Nuclear Microwave Oven Density Density OMC to OMC Compaction Pass/ No. Date Tested By Northing Easting N SC (pd] (9,n) M) (PCO (PC') Vyo) (940) Vyo) Fail Remarks F29 06/18/15 TNS MH 2198371 6437308 X 110.8 20.8 21.5 91.2 99.0 19.0 +2.5 92.1 P F30 06/18/15 TNS MH 2198414 6437486 X 117.7 23.9 22.3 96.2 99.0 19.0 +3.3 97.2 P F31 06/18/15 TNS MH 2198337 6437401 X 115.0 27.3 26.4 91.0 96.0 23.5 +2.9 94.8 P F32 06/18/15 TNS MH 2198292 6437448 X 112.0 26.0 88.9 96.0 23.5 +2.5 92.6 P F33 06/18/15 TNS MH 2198373 6437048 X 111.5 21.2 92.0 99.0 19.0 +2.2 92.9 P F34 06/18/15 TNS MH 2198136 6436990 1 X 1 111.3 1 23.7 1 90.0 96.0 23.5 1 +0.2 93.7 P F35 06/18/15 TNS MH 2198229 6436963 X 108.1 23.8 20.3 89.9 99.0 19.0 +1.3 90.8 P CP 06/19/15 TNS 120.5 20.3 100.2 102.7 21.2 Check Pt. F36 06/19/15 MH 2198416 6436923 X 115.0 22.3 94.0 102.7 21.2 +1.1 91.6 P F37 06/19/15 MH 2198397 6436793 X 112.8 22.0 92.5 102.7 21.2 +0.8 90.0 P F38 06/19/15 MH 2198388 6436685 X 116.9 23.8 94.4 102.7 21.2 +2.6 91.9 P F39 06/19/15 MH 2198883 6436546 X 1 1 118.8 23.1 96.5 102.7 21.2 +1.9 94.0 P F40 06/19/15 MH 2198354 6436442 X 118.7 21.1 98.0 102.7 21.2 1 -0.1 95.4 P Note 3 F41 06/19/15 MH 2198330 6436516 X 116.1 22.0 95.2 102.7 21.2 +0.8 92.7 P F42 06/19/15 MH 2198354 6436602 X 115.6 20.6 95.9 99.0 19.0 +1.6 96.8 P F43 06/19/15 MH 2198328 6436749 X 117.9 20.9 97.5 102.7 21.2 -0.3 95.0 P Note 3 F44 06/19/15 MH 2198316 6436765 X 118.5 1 22.4 1 96.8 102.7 21.2 +1.2 94.3 P F45 06/19/15 MH 2198322 6436913 X 1 115.7 23.9 93.4 102.7 21.2 +2.7 90.9 P F46 06/19/15 MH 2198330 6436970 X 121.4 22.3 99.3 102.7 21.2 +1.1 96.7 P F47 06/19/15 MH 2198324 6437121 X 123.4 20.0 24.3 23 100.3 102.7 21.2 +1.8 97.7 P F47 06/19/15 MH 2198324 6437121 X 124.5 24.3 23 101.2 102.7 21.2 +1.8 98.6 P F48 06/19/15 MH 2198202 6437118 X 1 114.9 22.3 93.9 102.7 21.2 +1.1 91.5 P F49 06/19/15 MH 2198243 6437179 X 117.4 24.4 94.4 102.7 21.2 +3.2 91.9 P F50 06/19/15 MH 2198202 6437118 X 120.7 22.8 98.3 102.7 21.2 1 +1.6 95.7 P F51 06/19/15 MH 2198188 6436875 X 117.6 23.6 95.1 102.7 21.2 +2.4 92.6 P F52 06/19/15 MH 2198157 6436742 X 119.4 21.9 97.9 102.7 21.2 +0.7 95.4 P F53 06/19/15 MH 2198171 6436502 X 121.0 22.5 98.8 102.7 21.2 +1.3 96.2 P F54 06/19/15 MH 2198121 6436655 X 1 1 117.3 1 21.7 1 1 96.4 102.7 21.2 +0.5 93.9 P F55 06/19/15 MH 2198132 6436891 X 116.1 21.3 95.7 102.7 21.2 +0.1 93.2 P F56 06/22/15 TNS MH 2198126 6437069 X 123.4 23.3 22.5 22.2 101.0 102.7 1 21.2 1 +1.0 98.3 P F56 06/22/15 TNS MH 1 2198174 6437137 X 124.7 1 22.5 22.2 102.0 102.7 1 21.2 1 +1.0 1 99.4 P Adrs99aed P:\14 Projects\14-101(SJCDPW North County and Foothill) CQA\Report\Final Report\Tables\FDT-Foundation layer.xlsx,Foundation ma la s'1"V_ (3suNtivYiW rHEmtvmMMd CanrRska