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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: 2 <br /> TEST NUMBER: 44 45 46 47 <br /> DATE TAKEN: 9-27-91 9-27-91 9-27-91 9-27-91 <br /> �TIFIED SOIL CLASSIFICATION: Sandy lean clay Sandy lean clay Clayey sand w/a Sandy lean clay <br /> (Moisture-Density Sample Number) w/a little gravel, w/a little gravel, little gravel, w/a little gravel, <br /> brown (CL)-3 brown (CL)-3 fine to medium brown (CL)-3 <br /> grained, brown <br /> (SC)-6 <br /> LOCATION: Grid B.4-3.5, Grid C-3, Grid C.5-3.5, Grid D-2.5, <br /> floor slab floor slab floor slab floor slab <br /> DEP'TH BELOW FLOOR GRADE: 1.5' 1.5' 1.5' 1.5' <br /> DEPTH BELOW EXISTING GRADE: 6" 6" 6" 6" <br /> FIELD DENSITY DETERMINATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 119 119 112.5 118 <br /> Moisture Content (%) 13.0 14.7 10.8 11.7 <br /> Plus #4 Material (%) 8 5 8 10 <br /> LABORATORY MOISTURE-DENSITY RELATION OF SOIL: <br /> Method ASTM:D1557-78, Method "A", (-#4 Basis) <br /> Maximum Dry Density (pc� 122.7 122.7 116.4 122.7 <br /> Optimum Moisture (%) 12.7 12.7 14.5 12.7 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 97 97 96.5 96 <br /> Specified Compaction (%) 95 95 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 MUTUAI PROTECTION TO CLIENTS,THE PUBLIC AND OURSELVES,ALL TWIN CITY TESTING CORPORATION REPOFTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTV 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 />