Laserfiche WebLink
DENSITY TESTS Or COMPACTED F1LL <br /> PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MN PAGE: 11 <br /> TEST NUMBER: 31 32 <br /> DATE TAKEN: 8-27-91 8-27-91 � <br /> UNIFIED SOIL CLASSIFiCATION: Clayey sand with Clayey sand with <br /> (Moisture-Density Sample Number)a little gravel, a little gravel, <br /> fine to medium fine to medium <br /> grained, brown grained, brown <br /> (SC)-6 (SC)-6 <br /> LOCATION: 20' W & 40' S 20' W & 45' S <br /> of NW corner of NW corner <br /> of existing of existing <br /> building building <br /> ELEVATION OF TEST: 52' S4' � <br /> DEPTH BELOW EXISTING GRADE: 2.5' 6" <br /> FIELD DENSITY DETERMINAT�ON: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-1t4 Basis) <br /> Dry Density (pc� 113 112 <br /> Moisture Content (%) 14.6 15.0 <br /> Plus 1f4 Material (%) 14 15 <br /> LABORATORY M0ISTURE-DENSITY RELATION OF SOIL• <br /> Method ASTM:D1557-78, Method "A",(-#4 Basis) <br /> Maximum Dry Density (pc� 116.4 116.4 <br /> Optimum Moisture (%) 14.5 14.5 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 97 96 <br /> Specified Compaction (%) 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. 1fie tests <br /> were performed by Howard Peterson. <br /> (SG-222) <br /> AS A tAUT11Al PROTECTInN TO CLIF.MTS.THE PUFII IC AND qURSE1VFS.�ll TWIN CITY T@STINC CORPOFlATIOR REFORTS AR6 SUBMITTEO AS THl CONFIDENTIAL PROPERTY OF CUENiS, <br /> nI ll i�U f I K11117AI H�q I t)11 PtJtlUCAiION UF Sinl CtdENTS,CONCIUStU��S Oq EX f RACI IONS fHOM OR f7EGARDING OUR REPORTS 13 RESEFNED PENOIN(3 OUR PRIOR WqlTTEN APpqOVAI. <br />