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DENSITY TFSTS OF COMPACTED F�LL <br /> PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MN PAGE: 7 <br /> TEST NUMBER: 21 <br /> DATE TAKEN: 8-26-91 <br /> UNIFIED SOIL CLASSIFICATION: Clayey sand <br /> (Moisture-Density Sample Number) with gravel, <br /> fine to medium <br /> grainetl, brown <br /> (SC)-6 <br /> LOCAT�ON: 30' S & 20' W <br /> of NW corner <br /> of existing <br /> building <br /> ELEVATION OF TEST: 52� <br /> DEPTIi BELOW EXISTING GRADE: 6" � <br /> FIELD DENSITY DETERMIIVATION: <br /> Method Nuclear Density Me[hod B, ASTM:D2922-81 (-�/4 Basis) <br /> Dry Density (pc� 113 <br /> Moisture Content (%) I1.1 <br /> Plus #4 Material (%) 20 <br /> LABORATORY MOIS'TURE-DENSITY RELATION OF SOiL: <br /> Method ASTM:D1557-78, Method "A",(-�4 Basis) <br /> Maximum Dry Density (pc� 116.4 <br /> Optimum Moisture (%) 14.5 <br /> COMPACTION TEST RESULTS: , <br /> Compaction (�) 97 <br /> Specified Compaction (%) 95 . <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 other than those tested. 'The tests <br /> were performed by Howard Peterson. <br /> (SG-222) <br /> AS A MUTUAI PR(1TFCTIQN�YO CLIFNTS,THF PUFlLIC AND OII(1SFI VFS,��I_TWIN CITY TFSTING CORPORATION REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPEiiTV OF CUENTS, <br /> AfN AUIIIUH11AliUtJ I VI�I'UbIK:AIK7N UF SIAItMENIS.CUNI:lUS1UN5 UR E%IHACf10NS PftUM UIl f1EGAf1UING pUR REPOi'YfS fS RESERVED PENOINp pUR pplpR WRITiEN APAAOVAI, <br />