CONSOLIDATION TEST REPORT <br />Percent Strain22.5 <br />20.0 <br />17.5 <br />15.0 <br />12.5 <br />10.0 <br />7.5 <br />5.0 <br />2.5 <br />0.0 <br />-2.5 <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 />86.4 % 37.9 % 80.1 2.2 0.14 0.008 <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: 10.0'-12.0'Sample Number: SH-4-4 <br />FEI Testing & Inspection, Inc. <br />Tangent, OR Figure 2C <br />Medium stiff to stiff CLAY (CH)