Laserfiche WebLink
CONSOLIDATION TEST REPORT <br />.Eo! <br />U) <br />c <br />c)g <br />o(L <br />-0.4 <br />-0.2 <br />0.0 <br />0.2 <br />0.4 <br />0.6 <br />0.8 <br />1.0 <br />1.2 <br />1.4 <br />1.6 <br />20 <br />16 <br />o>E <br />O c\-; <br />1 2 <br />B <br />4 <br />0 <br />101 <br />Applied Pressure - ksf <br />L <br />\\\ <br />\\ <br />\ <br />\\I- <br />\\\\ <br />\\ <br />\ <br />\ <br />5 <br />() <br />\ <br />L <br />(/\Yv <br />Natural Dry Dens <br />(pcf)LL PI Sp. Gr USCS AASHTO lnitialVoid <br />RatioSaturationMoisture <br />93.4%38.4%80.0 50 26 2.65 CH 1.090 <br />MATERIAL DESCRIPTION <br />Very dark brown, <br />Project No. 2022-188 Client: SCS Engineers <br />Project: Kittitas County Transfer Station <br />Source of Sample: BH-5 Depth: 5.0-7.0 Sample Number: S-3 <br />Remarks: <br />Assumed Specifi c Gravity <br />Figure B-14EI\TEI <br />I <br />GEOSCIENCES INC" <br />r>B€/M\A/E]E <br />Tested By:AH Checked By:SEG