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• • • TABLE 2 (Continued) Page 4 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 Approximate Test 'rest Wet MC_ MC_ MC_ Dry Max.Dry Relative Relative 'rest Location Type Density Nuclear Microwave Oven Density Density OMC o OMC Compaction Pass/ No. Date 'rested . F84 06/24/15 TNS 2198455 6437536 X 114.0 17.5 19.3 95.6 99.0 19.0 +0.3 96.5 P F85 06/24/1S TNS 2198324 6437148 X 113.0 22.6 24.7 25.7 89.9 96.0 23.5 +2.2 93.6 P F86 06/24/1S TNS 2198398 6437415 X 112.6 24.1 90.7 96.0 23.5 +0.6 94.5 P F87 07/21/15 MH 2198306 6437369 X 110.0 19.0 92.4 101.6 19.0 +0.0 91.0 P F87 07/21/15 MH 2198306 6437369 X 113.8 19 95.6 101.6 19.0 +0.0 94.1 P F88 07L21 15 MH 1 2198285 1 6436990 X 116.8 19.1 98.1 101.6 19.0 +0.1 96.5 P Measured Average(Passing test Only) 22.3 94.9 1.7 94.9 Measured Range(Passing test Only) 19.0 to 26.7 87.3 to -0.3 to 90.0 - 100 104.1 +4.3 Specification Limits 0 to+4 z 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.All Foundation layer tests were typically performed 6 to 8 inches below foundation layer finish grades 3.Tests passed based on the moisture at the time of testing(nuclear gauge)or because they are only marginally outside the moisture content requirement. 4.Test numbers F1,F2 and F78 were calibration tests done to assist the Contractor in his compaction efforts. Advanced R\14 Projects\14-101(SJCDPW North County and Foothill)\Foothill CQA\Report\Final Report\Tables\FDT-Foundation layer.xlsx,Foundation J5WtJi skiarKw'Inc OYM�CIMbN MM EmirdxnwNd ConauReM.