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CONSOLIDATION TEST REPORT <br />-0.2 <br />0.0 <br />0.2 <br />0.4 <br />an <br />0.6 <br />r� <br />w <br />d) <br />0.8 <br />1.0 <br />1.2 <br />1.4 <br />2G <br />20 <br />16 <br />— <br />— <br />- <br />- <br />- <br />y 12 <br />�'o <br />� N <br />8 <br />4 <br />0 <br />0,1 1 10 <br />Applied Pressure - ksf <br />Natural <br />Dry Dens. <br />(Pcf) <br />LL <br />PI <br />Sp, Gr. <br />USCS <br />AASHTO <br />Initial Void <br />Ratio <br />Saturation <br />Moisture <br />93.4 % <br />38.4 % <br />$0.0 <br />50 <br />26 <br />2.65 <br />CH <br />1.090 <br />MATERIAL DESCRIPTION <br />Very dark brown, <br />Project No. 2022-188 Client: SC5 Lngineers <br />Project: Kittiitas County Transfer Station <br />Source of Sample: BH: -5 Depth: 5.0-7.0 Sample Number: S-3 <br />Remarks: <br />Assumed Specific Gravity <br />Figure B-14 <br />CIEC)C I E N E S I. NC, <br />n�Ert�uvs� <br />Tested By: AH Checked By: SEC <br />