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� l . <br /> DENSITY TESTS Or COMPACTED FILL <br /> PROJCCT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 <br /> Navarre, MN PAGE: 2 � <br /> Ti+'ST NUMBER: 3 4 5 <br /> DATE TAKEN: 8-21-91 8-21-91 8-21-91 <br /> UNIFIED SOIL CLASSIFICATION: Sandy lean Sandy lean Sand with silt <br /> (Moisture-Density SAmpic Number)clay with a little clay with a little and a little <br /> gravel, brown gravel, brown gravel,fine <br /> (CL)-3 (CL)-3 grained, <br /> brown (SP-SIvI)-2 <br /> LOCATION: 25' W of 65'W & 65' W <br /> existing SW 15'N of of existing <br /> corner existing SW SW corner <br /> corner <br /> I;L�VAT�ON OF TEST: 41' 37.5' 35.5' <br /> DCPTH BELOW EXiSTING GRADE: 6" 6" 2.5' <br /> i+fELD DENSITY DETERMINAT70N: <br /> Method Nuclear Density Method B, ASTM:D2922-81 (-N4 Basis) <br /> Dry Density (pc� 117 118 112.5 <br /> Moisture Content (%) 14.3 13.5 12.5 <br /> Plus //4 Material (%) 7 � �8 14 <br /> LABORATORYMOISTUR�DENSITY RCLATION OF SOIL• <br /> Method ASTM:D 1557-78, Method "A",(-�14 Basis) <br /> Maximum Dry Density (pc� 122.7 122.7 113.8 <br /> Optimum Moisture (%) 12.4 12.4 15.2 <br /> COMPACTION TEST RESULTS: <br /> Compaction (%) 95.5 96 99 <br /> Specified Compaction (%) 95 95 95 <br /> . <br /> ATTENTION: Density tests are valid at the location and elevation of the test oniy. 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 MUTl1A1.PROTFCTIpN TO CUF.NTS,THF.PURLIC AND OUi7SFl VFS,ALL TWIN CITY TESTING CORPORATION RFFO►i7S ARE SUBMITTED AS THE CONFtDFNTIAI,PROP�RTY Of CLIENTS, <br /> Altt�AU I I H)IUTAI IUW 1 lNl PUULk:Al1UN Ur SfN EMEN7S.CUNCLUSIUNS OR EXiHACTIONS FRpM OR REdAilU1N(3 OUR REPORiS IS R�SERVED PENOING OUR PRIOq WR�TTEN APPfiOVA�. <br />