Laserfiche WebLink
CONSOLIDATION TEST REPORT <br />c'o <br />a <br />Cq)oL <br />o)(L <br />-0.5 <br />-0.2 <br />0.1 <br />0.4 <br />0.7 <br />1.0 <br />'1.3 <br />1.6 <br />1.9 <br />2.2 <br />2.5 <br />25 <br />20 <br />Stso>E(J N-- <br />9to <br />5 <br />0 <br />Applied Pressure - ksf <br />l-..- <br />\\ <br />\ <br />\ <br />\\ <br />-l \\ <br />I \\\ <br />\ <br />th <br />\ <br />t <br />o---1 <br />,t \ <br />r-\ <br />(r- <br />Natural Dry Dens <br />(pcf)LL PI Sp. Gr USCS AASHTO lnitialVoid <br />RatioSaturationMoisture <br />83.6 Yr 42.4%69.4 59 )L 2.65 CH 1.34s <br />MATERIAL DESCRIPTION <br />Very darkbrown, fat CLAY <br />Project No. 2022-188 Glient: SCS Engineers <br />Project: Kittitas County Transfer Station <br />Source of Sample: BH-3 Sample Number: S-4 <br />Remarks: <br />Assumed Specific Gravity <br />Figure B-13[rwH I <br />GTOSCIENCES TNC,'*=r-* r*=' <br />Tested By:AH Checked By:SEG