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� ` ` DENSITY TFSTS OF COMPACTED FILL PROJECT NAME: Rick's Super Value PROJECT NO: 4220 91-1427 Navaire, MN PAGE: 3 TEST NUMBER: 6 7 8 9 DATE TAKEN: 08-22-91 8-22-91 8-22-91 8-22-91 iJNIFIED SOIL CLASSIFICATION: Silty sand Silty sand Silty sand Silty sand (Moisture-Density Sample Number)with a little with a little with � little with a little gravel, fine gravel, fine gravel, fine gravel, fir�e to medium grained,to medium grained,to medium grained, to medium grained, brown (SM)-4 brown (SM)-4 brown (SM)-� brown (S1vC)-4 LOCATION: 75' W of 20' W & 5' N 70' W & 10 N 45' W 8c 60 N SW corner SW corner SW corner SW corrier of existing of existing of existing of existing building building building building ELEVATION OF EST: 39.5' 43' 41.5' 41' DEPTH BELOW EXiSTING GRADE: 6" 6" 6" 6" FIi'sLD D�NSITY DETERMINATION: Method Nuclear Density Method B, ASTM:D2922-81 (-#4 Basis) Dry Density (pc� I24 125 128 126.5 Moisture Content (%) 11.7 9.5 10.1 10.1 Plus f/4 Material (%) 10 12 12 14 LA130RATORY MO�STUR�DENStTY RELATION OF SOIL: Method ASTM:D1557-78, Method "A";(=�4 Basis) Maximum Dry Density (pc� 129.0 129.0 129.0 129.0 Optimum Moisture (%) 9.4 9.4 9.4 9.4 COMPACTION TES'T RESULTS: Compaction (%) 96 97 99 � 98 Specified Compaction (%) 95 95 95 95 ATT�NT�ON: Density tests are valid at the location and elevation of the test only. No representation is made as to the adequacy of fill and compaction at locations and elevations other than those tested. The tests were performer! by Howard Peterson. (SG-222) AS A MUTUAL PROTECTION TO CLIENTS.THE PUBIIC AND OURSELVES,ALL TWIN CITY TESTING CORPORATION REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS, AIlU AU i I IVI11i./111UN f�UN�`UUUCAi lON OF SiAtEMENTS.CONCIUSIONS OR EXTFiACiIOIJS FROM OH REGAi7DWCi OUR REPORiS IS RESERVED PENOINf3 OUR PRiOR WRITTEN APPROVAL.