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BRAUN Field Compaction Tests Client: Project: _ <br /> T E�T E C Test Method:ASTM D 6938 Kraus-Anderson Construction Company BL-08-02099F <br /> PO Box 158 Orono HS 2010 Phase 2 Additior. <br /> Report Date: 7/22/10 8625 Rendova St NE 795 Old Crystal Bay Road N <br /> Midwest Division Orono,MN 55356 <br /> Circle Pines,MN 55014-0158 <br /> Client Project#: 90270 <br /> General Proctor Data Field Test Data Specificadonv2?esults <br /> Optimum Maximum Relative Min.Spec. <br /> Retest Test Soil Moisture Density In Place In Place Dry Probe Depth Compaction Compaction <br /> Test ID Of Date Soil ID Classification (%) (pcf) Moisture% Density(pcf) (in) (%) (%) Comments(see key) <br /> 2 7/16/10 P-01 SM 9.7 126.3 4.7 122.3 12 97 95 A <br /> 3 7/16/10 P-01 SM 9.7 126.3 4.6 120.7 12 96 95 A <br /> ID Test Location Elevation Reference Gauge SN Field Technician <br /> 2 Structural Fill:Interior Wall Backfill,Area C Below Grade Wall 97 1/2 Top of Slab=105 38882 Maki,Brett S <br /> 3 Structural Fill:Interior Wall Backfill,Area C Below Grade Wall 99 1/2 Top of Slab=105 38882 Maki,Brett S <br /> Key: A=Test results comply with specifications <br /> B=Test results do not comply with specifications <br /> C=Test results comply with air-voids specifications <br /> Van Abel,Josh <br /> *Tests are"Direct Transmission"(Method A)unless probe depth noted as'BS" I approve the document Jul 22 2010 <br /> Ver 3.0 Confidential and Propietary Page 1 of 1 <br />