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. . , <br /> DENSITY TESTS OF COMPACTED FILL <br /> PROJECT NAMC: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MI�i PAGE: 1 <br /> TEST NUMBER: 1 2 <br /> llAT� TAKEN: 8-20-91 8-20-91 . <br /> UNi�IED SOIL CLASSIFICATION: Sandy lean Sandy lean <br /> (Moistur�Density Sample Number)clay, brown clay, brown <br /> (CL)-3 (CL)-3 <br /> LOCATION: 6' N & 45' W 30' W <br /> of SW corner of SW corner <br /> of existing of existing <br /> building building <br /> CLEVATION OF TEST: 37' 39' � <br /> DEPTH BELOW EX�STING GRADE: 6" (" <br /> �I t'sLD DENSITY DETERMINATION: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 116.5 116.5 <br /> Moisture Content (%) 18.7 16.7 <br /> Plus #4 Material (%) None None <br /> I,ABORATORY MOISTUR�DENSITY RELATION OF SOIL• <br /> Method ASTM:D1557-78, Method "A",(-�4 Basis) <br /> Maximum Dry Density (pc� 122.7 122,� <br /> OCtimum Moisture (%) 12.4 12.4 <br /> COMPACTION TEST RESULTS: <br /> Compaction (R�) 95 95 <br /> Specified Compaction (%) 95 95 <br /> ATTENTION: Density tests are valid at the location and elevation of the test only. No cepresehtation is inade as <br /> to the adequacy of fill and compaction at locations and elevations other thari those fested. The tests <br /> were performed by Howard Peterson. <br /> (SG-222) <br /> AS A MUTUAL PROTECTION TO CLIENTS,THE PUBIiC AND OURSEIVES,A��TWIN CITV TESTING"CORPORATION REPORTS ARE SUBMITTED AS THE CONFIDEN71Al pqOPERTY Of CLIENTS, <br /> AIIU AU I I IOHIZAfIUN FUFI PUl3LICAl1UN UF SIA1 EMENiS.CUNCLUSIUNS OR EXTRACiIONS FFiOM OR RE(3A�iDiNG OUR REPORTS IS RESERVEO PENDING OUR Pq{OR WqITTEN APPpOyAI. <br />