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Moisture-Density Relationship <br /> 126 <br /> 124 <br /> 122 <br /> a <br /> Z <br /> C <br /> Q <br /> 0 <br /> 120 <br /> 118 <br /> ZAV for <br /> Sp.G._ <br /> 1161 1 I I A i 2.65 <br /> 5 7 9 11 13 15 17 <br /> Water content, % <br /> Test specification: ASTM D 698-07el Method B Standard <br /> Oversize correction applied to final results <br /> Elev/ Classification Nat. %> %< <br /> Depth USCS AASHTO Moist. Sp.G. LL PI 3/8 in. No.200 <br /> SM 2.65 8.0 18.0 <br /> TEST RESULTS MATERIAL DESCRIPTION <br /> Maximum dry density= 126.3 pcf Silty Sand,fine-coarse grained,brown <br /> Optimum moisture=9.7% <br /> Project No.: BL-08-02099F Client: Kraus-Anderson Construction Company Remarks: <br /> Project: Orono HS 2010 Phase 2 Additions Orono,MN Specific Gravity was assumed. <br /> JVA Area A,Art Room Lower Level <br /> 9 Source: Sample No.:P-01 7/14/10 <br /> BRAUN" <br /> INTERTEC <br />