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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: 3 <br /> TEST NUMBER: 48 49 <br /> DATE TAKEN: 9-27-91 9-27-91 <br /> LTNIFIED SOIL CLASSIFICATION: Sandy lean clay Sand, mostly <br /> (Moisture-Density Sample Number) w/a little gravel, medium grained, <br /> brown (CL)-3 light brown (SP)-1 <br /> LOCATION: Grid D.5-3., Grid E.5-1.5, <br /> floor slab floor slab <br /> DEPTH BELOW FLOOR GRADE: 1.5' 1.5' <br /> DEPTH BELOW EXISTING GRADE: 6" 6" <br /> FIELD DENSITY DETERMINATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 118.5 111.5 <br /> Moisture Content (%) 13.5 12.4 <br /> Plus #4 Material (%) 3 None <br /> LABORATORY MOISTURE-DENSITY RELATION OF SOIL: <br /> Method ASTM:D1557-78, Method "A", (-#4 Basis) <br /> Maximum Dry Density (pc� 122.7 118 <br /> Optimum Moisture (%) 12.4 13.5 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 96.5 95 <br /> Spec�ed Compaction (%) 95 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 Mark Lemke. <br /> AS A MUTUAL PROTECTION TO CLIENTS,THE PUBLIC AND OURSE�VES,ALL TWIN CITY TESTING CORPORATION REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY 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 />