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DENSITY TESTS OF COMPACTED FILL <br /> PROJECT NAME: ADDN.-RICK'S SUPER VALU PROJECT NO: 4122 92-1014 <br /> NAVARRE, MN PAGE: 4 <br /> TEST NUMBER: 50 <br /> DATE TAKEN: 10-10-91 <br /> LTNIFIED SOIL CLASSIFICATION: Sand w/silt, <br /> (Moisture-Density Sample Number) fine grained, <br /> brown (SP-SM)-2 <br /> LOCATION: Grid E.5-2.5, <br /> Basement <br /> DEPTH BELOW FINAL GRADE: 2" <br /> DEPTH BELOW EXISTING GRADE: 2" <br /> FIELD DENSITY DE1'ERMINATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pct) 108 <br /> Moisture Content (%) 5.1 <br /> Plus #4 Material (%) None <br /> LABORATORY MOISTURE-DENSITY RELATION OF SOIL: <br /> Method ASTM:D1557-78, Method "A", (-#4 Basis) <br /> Maximum Dry Density (pct� 113.8 <br /> Optimum Moisture (%) 15.2 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 95 <br /> Specified Compaction (%) 95 <br /> ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made <br /> as to the adequacy of fill and compaction at locations and elevations other than those tested. <br /> The tests were performed by Chad Birch. <br /> AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES.ALL TWIN CITY TESTING CORPORATION REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PFOPERTV OF CLIENTS, <br /> AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS,CONCLUSIONS OR EXTRACTIONS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR PRIOR WRITTEN APPROVAL. <br />