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DENSITY TFSTS OF COMPACTED FILI, <br /> PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MN PAGE: 4 <br /> TFST NUMBER: 10 11 12 13 <br /> DATE TAKEN: 8-26-91 8-26-91 8-26-91 8-26-91 <br /> UNIFIED SOTL CLASSIFICATION: Silty sand with Sandy lean Sandy lean Silty satid with <br /> (Moisture-Density Sample Number)a little gravel, clay, brown clay, brown a little gr�vel, <br /> fine to medium (CL)-5 (CL)-5 fine to medium <br /> grained, dark grained, �ark <br /> brown (SM)-4 brown (S1VI)-4 <br /> LOCATION: 20'W of SW 20' W & 40'N of 20' W & 45'N of 40'�W �c. 55'N of <br /> corner of SW corner of SW corner of SW corner of <br /> existing building existing building existing building existing building <br /> ELEVATION OF TEST: 45' 39' 41' 43' <br /> DEPTH BELOW EXISTING GRADE: 2' 2.5' 6' 1' <br /> rIELD DENSITY DETERMINATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-A+4 Basis) <br /> Dry Density (pc� 127 108 108.5 124 <br /> Moisture Content (%) S.0 17.3 17.0 10.9 <br /> Plus J14 Material (%) 14 None None None <br /> LABORATORY MOISTURE�DENSITY RELATION OF SOIt: <br /> Method ASTM:D1557-78, Method "A",(-//4 Basis) <br /> Maximum Dry Density (pc� 129.0 111.3 111.3 129.0 <br /> Optimum Moisture (%) 9.4 16.6 16.6 9.4 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 98.5 97 97.5 96 <br /> Specified Compaction (%) 95 95 95 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 MI ITUAL PRO?F.CTION TO CIIENTS,THE PUBLIC ANO OURSFI.VES.A�L TWIN CITY TFSTING CORPORATION REPORTS ARE SUBMITTFp AS THE CONFIDENTIAL PROPERTY OF CLIENTS, <br /> n��u AU I I iU11iZAi IUN f UH f'UOUGAI IUN UF SIAI�MEN/S,CUNGWSIUNS UR EXiRAC71pNS Fi70M OR REGA�i01NG OUFl iiEPORiS IS RESERVEO PENOtNG OUR Pq10R WRITTEN APPH(WAL. <br />