CONSOLIDATION TEST REPORT <br />Percent Strain15.0 <br />13.5 <br />12.0 <br />10.5 <br />9.0 <br />7.5 <br />6.0 <br />4.5 <br />3.0 <br />1.5 <br />0.0 <br />Applied Pressure - ksf <br />0.1 1 10 <br />Natural Dry Dens.LL PI <br />Sp. Overburden Pc Ccε Crε Swell Press.Swell <br />%eoSat. Moist. <br />(pcf)Gr. (ksf) (ksf)(ksf) <br />99.3 % 36.9 % 85.0 6.7 0.16 0.006 <br />2255001-Foundation Engineering, Inc. (Project No. <br />The Mark at Eugene <br />MATERIAL DESCRIPTION USCS AASHTO <br />Project No.Client:Remarks: <br />Project: <br />Source of Sample: 1078 Depth: 8.0'-10.0'Sample Number: SH-2-3 <br />FEI Testing & Inspection, Inc. <br />Tangent, OR Figure 1C <br />Medium stiff sandy SILT, some clay (ML)