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• • TABLE 1 (Continued) Page 3 of 3 SUMMARY OF FIELD COMPACTION TEST RESULTS-EARTHFILL 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 RelativeIn-Situ Values Compaction MC ApproximateTest 'rest Wet Mc- Mc- Mc- Dry Max.Dry 'rest Location Type Density Nuclear Microwave Oven Density Density OMC OMC Compaction Pass/ No. Date 'rested By Northing Easting N SC (pco (pcf) (Pct) M (%) M Fa i I Remarks EF49 07/09/15 MH 2198080 6436240 X 119.3 19.3 100.0 108.0 19.3 +0.0 92.6 F EF49A 07/09/15 MH 2198080 6436240 X 128.1 19.6 107.1 108.0 19.3 +0.3 99.2 P Retest EF50 09/16/15 MH 2198050 6436700 X 128.1 13.8 112.6 112.5 15.5 -1.7 100.0 P EF50 09/16/15 MH 2198050 6436700 X 128.1 15.8 110.6 112.5 15.5 +0.3 98.3 P Berm Tests CP 09/16/15 MH 120.1 16.3 103.3 104.5 20.0 Check Pt. EF51 09/16/15 MH 2198080 6436700 X 111.1 25.6 88.5 104.5 20.0 +5.6 84.6 F EF51 09/18/15 MH 2198080 6436700 X 109.7 22.1 89.8 104.5 20.0 +2.1 86.0 F CP MH 116.5 15.0 101.3 104.5 20.0 Check Pt. EF51A 09/22/15 MH 2198080 6436700 X 123.2 19.7 102.9 112.5 15.5 +4.2 91.5 P Retest EF52 09/18/15 1 MH 2198120 6437400 X 1 1 112.9 23.2 91.6 1 112.5 15.5 +7.7 1 81.5 F EF52A 09/22/15 MH 2198120 6437400 X 121.7 18.9 102.4 112.5 15.5 +3.4 91.0 P 1 Retest EF53 09/22/30 MH 2198120 6436470 X 123.1 13.7 108.3 112.5 15.5 -1.8 96.2 P EF54 09/22/15 MH 2198360 6436470 X 112.8 18.1 95.5 112.0 15.5 +2.6 85.3 F EF54A 09/22/15 MH 2198360 6436470 X 124.3 18.4 105.0 112.0 15.5 +2.9 93.7 P Retest EF55 09/22/15 MH 1 2198050 1 6436430 X 113.3 1 12.0 1 1 1 101.2 112.0 15.5 1 -3.5 90.3 P Access Road Subgrade(95%Relative Com action Re uirement) EF56 09/30/15 MH 2198480 6436400 X 121.7 11.9 108.8 112.0 15.5 -3.6 97.1 P EF57 09/30/15 MH 2198100 6436270 X 128.8 12.6 114.4 112.0 15.5 -2.9 100.0 P EF57 09/30/15 MH 2198100 6436270 X 127.8 14.7 111.4 112.0 15.5 -0.8 99.5 P EF58 09/30/15 MH 2198030 6436530 X 111.5 16.7 95.5 112.0 15.5 +1.2 85.3 F EF58A 09/30/15 MH 2198030 6436530 X 121.6 19.2 102.0 112.0 15.5 +3.7 91.1 F Retest EF58B 09/30/15 MH 2198030 6436530 X 1 123.8 16.5 1 106.3 112.0 15.5 +1.0 95.0 P Retest Measured Average(Passing test Only) 22.8 95.8 1.7 93.9 Measured Range(Passing test Only) 13.7 to 27.0 88.5 to -1.8 to 90.0 to 100 +112.6 +4.2 Specification Limits >_90% Note: 1.Abbreviations:N-Nuclear Density Gauge Test(ASTM D6938);SC-Sand Cone Test(ASTM D1556);MC-Moisture Content;OMC-Optimum Moisture Content 2.Fm-Failure in moisture content 3.Haul road subgrade requires 95%relative compaction 4.E175A is a retest of failing test EFS 5.Range and average do not include access road subgrade tests as the compaction requirement is 95 percent compared to 90 percent for the rest of the earthfill P:\14 Projects\14-101(SJCDPW North County and Foothill)\Foothill CQA\Report\Fina l Report\Tables\FDT-Earthfill.xlsx,EarthFill I�x OBORCNMCM Nld EmWmialMal CanaWMf6