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DENSITY TESTS OF COMPACTED FILL <br /> PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MN PAGE: 10 <br /> TEST NUMBER: 28 29 30 <br /> DATE TAKEN: 8-27-91 8-27-91 8-27-91 <br /> UNIFIED SOIL CLASSIF�CATION: Ciayey sand with Ciayey sand with Clayey sand with <br /> (Motstur�Density Sample Number)little gravel, little gravet, little gravel, <br /> fine to medium fine to medium fine to medium <br /> grained, brown grained, brown grained, brown <br /> (SC)-6 (SC)-6 (SC)-6 <br /> LOCATION: 70' W & 10' N 15' W & 5' N 30' S of <br /> of SW corner of SW corner NW corner <br /> of existing of existing of existing <br /> building building building <br /> ELEVATION OF TFST: 49' S1' 49' <br /> DEPTH BELOW EXISTING GRADE: 6" 6" 6" <br /> F1ELD DENSITY DETERMiNATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-/J4 Basis) <br /> Dry Density (pcfl 115 114 110.5 <br /> Moisture Content (%) 13.9 14.2 14.2 <br /> Plus /J4 Material (%a) 14 l5 14 <br /> LABORATORY MOtSTUR�DENSITY RELATION OF SOIL: <br /> Method ASTM:D 1557-78, Method "A",(-f/4 Basis) <br /> Maximum Dry Density (pc� 116.4 116.4 116.4 <br /> Optimum Moisture (l) 14.5 14.5 14.5 <br /> COMPACT�ON TEST RESULTS: <br /> Compaction (%) 98.5 98 95 <br /> Specified Compaction (%) 95 95 95 <br /> ATTENTION: Density tests are valid at the Iocation 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.PROTECTION TO CLIFNTS.THE PURLIC AND OURSFIVES,AC2 TWIN CITY TFSTING CORPORATION REPORTS ARE SUBMITTFO AS THE CONFIDENTIAL PROPERTY OF CUENTS, <br /> �t'll AUf11pf81AlIOtJ f"ON PUfsuCnitUN Ot'SIn�EMENtS.CUacLU5iUUS oia ExiRAC710Ns iRORn OFl REGAaDING OU�REPORTS IS RESERVED PENDING OUR PHIOR WqITTEN APPRpVAL. <br />