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01 <br />Op <br />�OJO <br />a <br />w o <br />~ <br />W <br />O <br />_ <br />H <br />a. <br />Lu <br />Lu <br />2 <br />O <br />m_ <br />WZtlI- <br />� <br />NW <br />o <br />Z <br />0O <br />0 o <br />> <br />ATTERBERG <br />LIMITS (%) <br />N <br />Q <br />NZ <br />ZN <br />LL <br />O <br />=ON���LLfN/J <br />SAMPLE DESCRIPTION <br />LL <br />PL <br />PI <br />BH-5,5-3 <br />5.0 <br />7.0 <br />38.4 <br />3.5 <br />50 <br />24 <br />26 <br />86,5 <br />CH <br />Very dark brown, Fat CLAY <br />BH-5,5-a <br />7.5 <br />9.0 <br />41.0 <br />CH <br />Dark brown, Fat CLAY <br />BH-5 & 81-1-8,8u1k-i <br />0.0 <br />5.0 <br />27.2 <br />2.5 <br />37 <br />20 <br />17 <br />0.2 <br />31.2 <br />68.5 <br />CL <br />Olive brown, Sandy lean CLAY <br />BH-6,S-1 <br />0,0 <br />1.5 <br />40.0 <br />OL <br />Dark brown, Organic SILT <br />BH-65-2 <br />2.5 <br />4.0 <br />36.7 <br />CL <br />Dark brown, Lean CLAY with sand <br />BH-6,S-6 <br />12.5 <br />14.0 <br />13.7 <br />52.9 <br />39.1 <br />8.0 <br />GW-GM <br />Dark Brown, Well graded GRAVEL with silt <br />BWTS-1 <br />0.0 <br />1.5 <br />33.3 <br />ML <br />Very dark brown, SILT <br />BH-7,S-2 <br />2.5 <br />4.0 <br />29.4 <br />OL <br />Very dark broom. Organic SILT with gravel <br />BH-7,Sr <br />7.5 <br />9.0 <br />10.4 <br />GP -GM <br />Dark yellowish -brown, Poorly graded GRAVEL with silt <br />BH-7,S-5 <br />10.0 <br />11.5 <br />11.7 <br />55.7 <br />39.1 <br />5.2 <br />GW-GM <br />Dark brown, Well graded GRAVEL with silt and sand <br />BH-8,S-1 <br />0.0 <br />t5 <br />27.9 <br />OL <br />Very dark brown. Organic SILT <br />81-1-8,S-2 <br />2.5 <br />4.0 <br />34.7 <br />CL <br />Very dark Brown, Lean CLAY with sand <br />BH-8,S-3 <br />5.0 <br />6.3 <br />21.1 <br />3.8 <br />44 <br />23 <br />21 <br />50.3 <br />CL <br />Very dark brown, Sandy lean CLAY <br />BH-8,S1 <br />7.5 <br />9.0 <br />5.0 <br />67.2 <br />26.6 <br />6.2 <br />GW-GM <br />Very dark Grayish -brown, Well graded GRAVEL with silt an <br />Notes: 1. This table summarizes information presented elsewhere in the report and should be used in conjunction with the report test, other graphs and tables, and the exploration logs. <br />2. The soil classifications in this table are based on ASTM D2487 and D2488 as applicable. <br />ulul <br />Kittitas County Transfer Station <br />Geotechnical Investigation <br />Ellensburg, Washington <br />SUMMARY OF <br />MATERIAL PROPERTIES <br />PAGE: 2 of 2 <br />GEOSCIENCES INC. PROJECT NO.: 2022-188 FIGURE: B-2 <br />INDEX MATSUM 3 2022.188,GPJ 511 V23 <br />sal <br />