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CONSOLIDATION TEST REPORT <br />— <br />— <br />-0.2 <br />0.1 <br />0.4 <br />- <br />c 0.7 <br />U] <br />— <br />1.0 <br />c� <br />m <br />Q` <br />7110% <br />1.;i <br />I <br />1.6 <br />- <br />19� <br />2.2 <br />2.5 <br />25 <br />20 <br />y, 15 <br />ro <br />>� <br />U �y <br />— <br />� 1D <br />5 <br />O-T- <br />Applied Pressure - ksf <br />Natural <br />Dry Dens. <br />(Pef) <br />ILL <br />P1 <br />Sp. Gr. <br />t}SCS <br />AASHTb <br />Initial Void <br />Ratio <br />Saturation <br />Moisture <br />83.6 % <br />1 42.4 % <br />69.4 <br />59 <br />32 <br />2.65 <br />CH <br />1.345 <br />MATERIAL DESCRIPTION <br />Very dark brown, fat CLAY <br />Project No. 2022-188 Client: SCS Engineers <br />Project: i4ittitas County Transfer Station <br />Source of Sample: till-3 Sample Number: S-4 <br />Remarks: <br />Assumed Specific Gravity <br />Figure B-13 <br />GEOCIENCES INC. <br />0,0EfMW0e <br />Tested By: AH <br />Checked By: SEG <br />