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1 ., � �• <br /> DENSITY TESTS Or COMPACTED FILL <br /> PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MN PAGE: $ <br /> TCST NUMBER: 14 15 16 17 <br /> DATE TAKEN: 8-26-91 8-26-91 8-26-91 8-26-9� <br /> UIVIFIED SO�L CLASSiF1CAT�ON: Clayey sand withClayey sand with Clayey sand with Sandy lead <br /> (Moisture-Density Sample Number)gravel, fine to gravel, fine to gravel, fine to c1ay, brown <br /> medium ground, medium ground, medium ground, (CL)-5 <br /> brown (SC)-6 brown (SC)-6 brown (SC)-6 <br /> LOCATION: 45' W 45' W 20' W & 60' S 45' W & 50' S <br /> of NW corner of NW corner of NW corner of NW corner <br /> of existing of existing of existing of existing <br /> building building building building <br /> ELEVATION OF TEST: 48' S0' 43' 45' <br /> D�P'I'H BELOW EXiSTING GRADE: 1' 6" 6° 6" <br /> FIELD DENSITY DETERMINATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 116.5 115.5 115 110 <br /> Moisture Content (%) 11.7 10.4 11.5 17.1 <br /> Plus #4 Material (%) 16 18 16 None <br /> LABORATORY M0ISTUR�DENSITY R�LATiON OF SOTL: <br /> Method ASTM:D1557-78, Method "A",(-�J4 Basis) <br /> Maximum Dry Density (pc� 116.4 116.4 116.4 111.3 <br /> Optimum Moisture (%) 14.5 14.5 14.5 16.6 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 100 99 98.5 99 <br /> Specified Compaction (%) 95 95 95 g� <br /> ATTENTION: Density tests are valid at the location and elevation of the test only. No representation is made as <br /> to the adequacy of fill and compaction at locations and elevations oiher than those tested. The tests <br /> were performed by Howard Peterson. <br /> (SG-222) ' <br /> AS A MUTUAL PROTECTION TO Cl1ENT3,THE PURUC ANO OIIRSFI.VFS,�LL TWIN CITY TFSTING CORPORATION REPORTS ARE SUBMITTEO AS THE CpNF1DENTIAL PROPERTY QF CIfENTS, <br /> AI11 i A11�HpIiV.AiION FUII PU1.1liCA►ION OF SIAIEMENiS,CONCLUSIONS 0R EXiRACTIUNS FROM OR AEGARDINO OUR REPORT8IS AfSERVED PENOINO OUR PplOi1 WRITTEN APPROVAI. <br />