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60 <br />CL <br />CH <br />50 <br />d <br />7C 40 <br />W <br />0 <br />Z_ <br />>- 30 <br />H <br />U <br />E- <br />20 <br />d <br />10 <br />CL-ML ML <br />0 <br />0 20 40 60 80 100 <br />LIQUID LIMIT (LL) <br />SAMPLE <br />DEPTH (ft) <br />CLASSIFICATION <br />% MC <br />LL <br />PL <br />PI <br />%Fines <br />SYMBOL <br />• <br />BH-8 <br />S-3 <br />5.0 - 6.3 <br />{CL) Very dark brown, Sandy lean CLAY <br />21 <br />44 <br />23 <br />21 <br />50.3 <br />■ f Kittitas County Transfer Station LIQUID LIMIT, PLASTIC LIMIT AND <br />�, Geotechnical Investigation PLASTICITY INDEX OF SOILS <br />Ellensburg, Washington METHOD ASTM D4318 <br />GEOSCIENCES INC. PROJECT NO.: 2022-188 FIGURE: B-9 <br />HWAATrB 2022-188.GPJ 5/1/23 <br />