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� � � . <br /> DENSITY TESTS OF COMPACTED FILL <br /> PROJECT NAME: Ricks Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MN PAGE: 12 <br /> TCST NLTMBER: 33 34 35 <br /> DATE TAKEN: 8-28-91 8-28-91 8-28-91 <br /> UNIFIED SOtL CLASSiFICATION: Sandy lean Sandy lean Sandy lean <br /> (Moisture-Density Sample Number)clay, brown clay, brown clay, brown <br /> (CL)-5 (CL)-5 (CL)-5 <br /> LOCA�9"�ON: 70' W & 10' N 40' N & 20' W W & 20' S <br /> of SW corner of SW corner of NW corner <br /> of existing of existing of existing <br /> building of building of bui(ding <br /> ELEVATION OF TEST: 51.5' S3' S4' <br /> DEPTH BELOW EXiSTI1vG GRADE: 6" 6" 6" <br /> FIELD DENSITY DETERMINAT�ON: <br /> Method Nuciear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 110 108.5 107 <br /> Moisture Content (%) 14.5 14.6 15.2 <br /> Plus lf4 Material (%) None None None <br /> LABORATORY MOISTUR�DENSITY RELATION OF SOIL• <br /> Method ASTM:D1557-78, Method "A",(-lJ4 Basis) <br /> Maximum Dry Density (pc� 111.3 111.3 111.3 <br /> Optimum Moisture (%) 16.6 16.6 16.6 <br /> COA�PACTTON TEST RESULTS: <br /> Compaction (%) 99 97.5 96 <br /> Specified Compaction (%) 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 MIITUAL PROTFCTION 7p CI.IFNTS,THF PUALIC ANO OURSFLVES.ALL TWIN GTY TES7ING CORPORATION REPORTS ARE SUBMITTED AS THE CONFIDEN71Al PROP6RTY OF CUENTS, <br /> AI�I)AU INlNi12At1UN FUi{f'UOLIGAf IQN OF SIA1 EMENTS,CONCIUSIONS OR EX7 RACTIONS FROM OR REGARDING OUR REPOR?$�S RESERVED PENDINp OUP PRIOq WRITTEN APPROVAL. <br />