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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: 5 <br /> TEST NUMBER: 51 52 53 <br /> DATE TAKEN: 10-11-91 10-11-91 10-11-91 <br /> UNIFIED SOIL CLASSIFICATION: Sandy lean clay Sandy lean clay, Sandy lean clay, <br /> (Moisture-Density Sample Number) w/a little gravel, w/a little gravel, w/a little gravel, <br /> brown (CL)-3 brown (CL)-5 brown (CL)-5 <br /> LOCATION: Plumbing trench, Storm sewer, Storm sewer, <br /> 23'E & 45'S of 30'S & 12'W of 50'S & 15'W of <br /> NW corner of NW corner of NW corner of <br /> addn. addn. addn. <br /> DEPTH BELOW FLOOR GRADE: 1.5' 1.5' 1.5' <br /> DEPTH BELOW EXISTING GRADE: 6" 6" 6" <br /> FIELD DENSITY DETERMINATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pcf� 112 106 109 <br /> Moisture Content (%) 13.0 16.3 17.4 <br /> Plus #4 Material (%) 12 8 10 <br /> LABORATORY MOISTURE-DENSITY RELATION OF SOIL: <br /> Method ASTM:D1557-78, Method "A", (-#4 Basis) <br /> Maximum Dry Density (pcf� 122.7 111.3 111.3 <br /> Optimum Moisture (%) 12.4 16.6 16.6 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 91 95 98 <br /> Specified Compaction (%) 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 Howard Peterson. <br /> AS A MUTUAL PROTECTION TO CLIENTS.THE PUBLIC AND OURSELVES.ALL TWIN CITY TESTING CORPORATION REPORTS ARE SUBMITTED AS THE CONRDENTIAL 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 />