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t <br /> AUGO <br /> P—a row I Oro <br /> NZIMUMIN <br /> Report of Field Compaction Tests <br /> Project No.:13-185 Project Title:4731 North Shore Dr.Client:Colson Custom Homes Technician:M.Shumaker <br /> Test No. 1 2 3 4 <br /> Probe Depth 12" 12" 12" 12" <br /> Wet Density 122.4 120.8 121.9 122.2 <br /> c <br /> Moisture ( c 9.1 1 8.1 1 7.7 7.9 <br /> Gauge Serial No.:38433 <br /> ®Nuclear Method ASTM D 2922-81 ®Standard Proctor ASTM D 698-00 '' <br /> ❑Sand Cone Method ASTM D 1556-82 ❑Modified Proctor ASTM D 1557-00 <br /> Test Date Soil ID Classification Optimum Max.Lab In Place In Place Compaction Specified Comments <br /> No. No. Moisture Dry Density Moisture Dry (%) Compaction <br /> (%) (pco (%) Density (%) <br /> c <br /> 1 4/17/13 P-1 SP-SM 9.8 114.3 8 113 99 95 A <br /> 2 <br /> 4/17/13 P-1 SP-SM 9.8 114.3 7 112 98 95 A <br /> 3 1 4/17/13 P-1 SP-SM 9.8 114.3 7 114 100 95 A <br /> 4 4/17/13 P-1 SP-SM 9.8 114.3 7 114 100 95 A <br /> Test Location: Elevation <br /> No. <br /> 1 4731 North Shore Drive,28'S 10'E of NW Pad Corner(Building Pad Fill 963 <br /> 2 4731 North Shore Drive,25'S 12'E of NW Pad Corner(Building Pad Fill 965 <br /> 3 4731 North Shore Drive,28'S 14'E of NW Pad Corner(Building Pad Fill 967 <br /> 4 4731 North Shore Drive,16'S 23'E of NW Pad Corner(Building Pad Fill 967 <br /> A. Test results comply with specifications. <br /> B. Test results do not comply with specifications. <br /> Paul Haugo <br /> President <br />