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TABLE 2 (Continued) Page 3 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 I)ensity 0MC to OMC Compaction Pa.,/ No. Date Tested By Northing Elasting N SC (pcf) (11/0) Vyo) (PC0 (PC() (11/11) C/o) (11/0) Fail Remarks F57 06/22/15 TNS MH 2198242 6437136 X 124.6 23.3 21.1 102.9 102.7 21.2 -0.1 100.0 P Note 3 F58 06/22/15 TNS MH 2198330 6437085 X 126.4 21.4 104.1 102.7 21.2 +0.2 100.0 P F59 06/22/15 TNS MH 2198441 6436991 X 117.4 24.0 23.4 95.1 102.7 21.2 +2.2 92.6 P F60 06/22/15 TNS MH 2198365 6436948 X 116.5 25.6 23.6 94.3 102.7 21.2 +2.4 91.8 P F61 06/22/15 TNS MH 2198279 6436913 X 113.8 22.9 92.6 102.7 21.2 +1.7 90.2 P F62 06/22/15 TNS MH 2198312 1 6436828 X 1 112.9 1 22.9 21.9 1 92.6 102.7 21.2 1 +0.7 90.2 P F63 06/22/15 TNS MH 2198401 6436806 X 122.1 24.8 24.6 98.0 102.7 21.2 +3.4 95.4 P F64 06/22/15 TNS MH 2198425 6436651 X 121.9 23.9 98.4 102.7 21.2 +2.7 95.8 P F65 06/22/15 TNS MH 2198373 6436719 X 120.0 18.6 19.7 100.3 99.0 19.0 +0.7 100.0 P F66 06/22/15 TNS MH 2198340 6436560 X 118.3 19.3 99.2 99.0 19.0 +0.3 100.0 P F67 06/22/15 TNS MH 2198258 6436440 X 116.4 20.7 20.7 96.4 99.0 19.0 +1.7 97.4 P F68 06/22/15 TNS MH 2198178 6436448 X 1 115.7 1 19.4 19.2 97.1 99.0 19.0 +0.2 98.0 P F69 06/22/15 TNS MH 2198385 6436370 X 119.2 19.9 99.4 99.0 19.0 +0.9 100.0 P F70 06/22/15 TNS MH 2198471 6436455 X 120.6 20.4 100.2 99.0 19.0 +1.4 100.0 P F71 06/23/15 TNS MH 2198320 6437135 X 116.8 21.7 95.9 99.0 19.0 +2.7 96.9 P F72 06/23/15 TNS MH 2198231 6437250 X 115.2 22.7 93.9 99.0 19.0 +3.7 94.8 P F73 06/23/15 TNS MH 2198153 6437340 X 108.2 20.0 19.2 90.8 99.0 19.0 +0.2 91.7 P F74 06/23/15 TNS MH 2198154 6437406 X 1 112.3 1 26.7 88.6 96.0 23.5 +3.2 92.3 P F75 06/23/15 TNS MH 2198235 6437407 X 111.3 20.9 92.1 99.0 19.0 +1.9 93.0 P F76 06/23/15 TNS MH 2198316 6437437 X 113.6 22.6 92.7 99.0 19.0 +3.6 93.6 P F77 06/23/15 TNS MH 2198340 6437503 X 111.1 19.1 22.7 22.6 90.6 99.0 19.0 +3.6 91.5 P F77 06/23/15 TNS MH 2198340 6437503 X 116.5 22.7 22.6 95.0 99.0 19.0 +3.6 96.0 P F79 06/23/15 TNS MH 2198215 6437628 X 109.2 19.7 1 91.2 99.0 19.0 +0.7 92.1 P F80 06/23/15 TNS MH 2198351 6437634 1 X 114.5 19.4 95.9 99.0 19.0 +0.4 96.8 P F81 06/24/15 TNS 2198440 6437622 X 117.2 21.8 96.2 99.0 19.0 +2.8 97.2 P CP 06/24/15 TNS 1 118.9 24.6 95.4 96.0 23.5 Check Pt. F82 06/24/15 TNS 2198438 6437470 X 113.5 28.0 25.3 24.4 91.2 96.0 23.5 +0.9 95.0 P F82 06/24/15 TNS 2198438 6437470 X 109.1 25.3 24.4 1 87.7 96.0 23.5 +0.9 91.4 1 P F83 06/24/15 TNS 2198224 6437322 X 112.8 18.8 1 19.1 1 19.5 1 94.4 99.0 19.0 +0.5 95.3 1 P Add R\14 Projects\14-101(SJCDPW North County and Foothill)\Foothill CQA\Report\Final Report\Tables\FDT-Foundation layer.xlsx,Foundation Gmilb 'lig c�r EarC�.