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, , , <br /> DENSITY TFSTS OF COMPACTED FILL - <br /> PROJECT NAME: Rick's Super Value PROJECT NO: 4220-91-1427 <br /> Navarre, MN PAGE: 9 <br /> T�ST NUMBER: 26 2� <br /> DATE TAKEN: 8-27-91 8-27-91 <br /> UNIFIED SO�L CLASSIFICATION: Ciayey sand with Sandy lean <br /> (Moistur�Density Sample Number)a little gravel, clay, brown � <br /> fine to medium (CL)-5 <br /> grained, brown <br /> (SC)-6 <br /> LOCATION: 20' W 45' W <br /> of NW corner of NW corner <br /> of existing of existing • <br /> building building <br /> ELEVATION OF TEST: 50' S2' <br /> DEPTH BELOW EXISTING GRADE: 2.5' 6" <br /> FIELD DENSITY DETERMiNATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 112 107 <br /> Moisture Content (%) 11.8 17.4 <br /> Plus /f4 Materia( (%) 14 None <br /> LABORATORY MOISTUR�DENSITY RELATION OF SOIL• <br /> Method ASTM:D1557-78, Method "A",(-�!4 Basis) <br /> Maximum Dry Density (pc� 116.4 111.3 <br /> Optimum Moisture (%) 14.5 16.6 <br /> COMPACTTON TEST RFSULTS: <br /> Com�action (%) 96 96 <br /> Specified Compaction (%) 95 95 <br /> ATTENT�ON: Density tests are valid at the location and elevation of the test only. No t�epresentation is made as <br /> to the adequacy of fill and compaction at locations and elevations other than those tested. The tests <br /> were performed by Howard Peterson. ; <br /> (SG-222) <br /> AS A MU7t IAL PROTFCTION Tq CUENTS.THE PI IPI.IC ANp OURREI VES.ALl TWIN CITY 7F.STING CORPORATION REPORT$ARE SUBMITTED A$THE CONFIpENTtAL PROPERTY OF CLtFNTS. <br /> AU't AlJf11UlIVAl1UN 1 UJ{{�UBUGAI WN UF SIAIEMENTS,CUtdGIUSI�NS UN EXiqACJ10NS Ff1pM OR REGAt1DING WR qEPORT9IS RESENVEO PENOINti OUR PRIpR WRITTEN APPROVAL. <br />