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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: 6 <br /> TEST NUMBER: 18 19 20 <br /> DATE TAKEN: 8-26-91 8-26-91 8-26-91 <br /> UNIFIED SOTL CLASSIFICATION: Silty sand with Sandy lean Silty sand with <br /> (Moistur�Densfty Sample Number)a little gravel, clay, brown a little gravel, <br /> fine to medium (CL)-5 fine to medium <br /> ground, dark grained, dark <br /> brown (SM)-4 brown (SM)-4 <br /> LOCATION: 70' W of 65' W of 15' W of <br /> SW corner SW corner SW corner <br /> of existing of existing of existing <br /> building building building <br /> ELEVATION OF TEST: 43.5' 45.5' 47' <br /> DEPTH BELOW EXIST�NG GRADE: 2.5' 6" 6" <br /> FIELD DENSITY DETERMiNAT�OIV: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) <br /> Dry Density (pc� 127 108.5 126 <br /> Moish�re Content (%) 10.8 16.2 10.9 <br /> Plus #4 Material (%'o) 15 None 14 <br /> LABORATORY M0ISTUR�DENSITY RELATION Or SOIL• <br /> Method ASTM:D1557-78, Method "A",(-N4 Basis) <br /> Maximum Dry Density (pc� 129.0 111.3 129.0 <br /> Optimum Moisture (%) 9.4 16.6 9.4 <br /> COMPACTION T�ST RESULTS: <br /> Compaction (%) 98.5 97.5 97.5 <br /> Specified Compaction (%) 95 95 95 <br /> ATTENTtON: 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�MUTUAL PAOTECTION TO CIIENTS,THE PUBUC ANO OURSFI VFS,AlL TWIN CITY TESTINC COfiPORATION REPOFTS ARE SUBMITTED I1S THE CONFIOENTIAI PROPERTY OF CUENTS, <br /> AND AU i Hp1iIZAl iON fUli PUIiIH:AIION OF SIAI EMENTS.CONCLUSIONS OR EXl RACiIONS fROM OR REGARDIN(3 OUR REPORTS IS RESERNED PENDIN4 OUR PR10R WRITTEN APPROVA�, <br />