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.HAUGD <br /> - <br /> Report of Field Compaction Tests <br /> Nuclear Method-ASTM D 6938-10 <br /> Standard Proctor-ASTM D 698-07 <br /> Project No: 16-0923 Project Title: 1535 Bohns Pt Rd Client: 0 <br /> Test No. 1 2 3 4 5 6 7 8 <br /> Technician Initials CAH CAH CAH CAH CAH CAH CAH CAH <br /> Gauge Serial Number 33277 33277 33277 33277 33277 33277 33277 33277 <br /> Probe Depth 12" 12" 12" 12" 12" 12" 12" 12" <br /> Wet Density(pcf) 126.9 132.6 125.9 120.6 140.1 1213 120.5 124.9 <br /> Moisture(pcf) 9.0 9.4 17.8 15.2 11.2 15.7 16.0 17.0 <br /> In Place Speci£ed <br /> Optimum Max Lab Dry In Place Dry Compaction <br /> Test No. Date Soil ID No. Classification Moisture Compaction Comments <br /> Moisture 9�o Density(pcf) �p�� Density(pcfl 9�0 �o <br /> 1 11/04/16 P-1 SP/SM 10.9 122.4 8 118 96% 95% A <br /> 2 11/04/16 P-1 SP/SM 10.9 122.4 8 123 101% 95% A <br /> 3 11/07/16 P 2 CL/ML 153 107.2 16 108 101% 95% A <br /> 4 11/07/16 P-3 CL/ML 16.1 108.2 14 105 97% 95% A <br /> 5 11/07/16 P-4 SP/SM 83 132.6 9 129 97% 95% A <br /> 6 11/15/16 P-3 CL/ML 16.1 108.2 15 106 98% 95% A <br /> 7 11/15/16 P-2 CL/ML 15.3 107.2 15 105 97% 95% A <br /> 8 11/15/16 P-3 CL/ML 16.1 108.2 16 108 100% 95% A <br /> Test No. Location: Material Tested Elevation <br /> 1 SW Footing Corner Sportscourt Building Pad Fill 931 1/2 <br /> 2 Center Sports Court Building Pad Fill 931 1/2 <br /> 3 Garage-Side load SW middle Building Pad Fill 935 <br /> 4 Garage-Side load NE corner Building Pad fill 936 <br /> 5 Garage Side load NW corner Building Pad Fill 933 <br /> 6 Garage Side load NW corner Building Pad Fill <br /> 7 Garage Side load South end middle Building Pad Fill <br /> 8 Garage Side load SE corner Building Pad Fill <br /> � f <br /> � � <br /> A Test results comply with specifications. '"" ! �f�'���''� <br /> B Test results do not comply with specifications. $ignature: <br /> C Test results meet zero air void specifications. #�V�A <br /> #N/A <br />