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ZZ <br />4OF0 <br />R.g55 <br />w W° <br />N <br />�- <br />� <br />= <br />0- <br />° <br />ce <br />m <br />W" <br />aZ <br />5 UU <br />'✓ <br />UZ <br />O OU <br />> <br />U <br />U <br />m <br />ATTERBERG <br />LIMITS (%) <br />� <br />> <br />t' <br />° <br />,' <br />z <br />o <br />�U <br />OLL <br />¢ O <br />SAMPLE DESCRIPTION <br />LL <br />PL <br />PI <br />8M-1,s-t <br />0.0 <br />1.5 <br />25.8 <br />SM <br />Yellowish -brown, Silty SAND <br />BH-1,S-2 <br />2.5 <br />4.0 <br />29.2 <br />ML <br />Olive -gray, Sandy SILT <br />BH-1,S-3 <br />5.0 <br />6.5 <br />24.5 <br />8.8 <br />52.6 <br />38.5 <br />SM <br />Olive -gray, Silty SAND <br />SH-1 & BH-6,Bulk-1 <br />0.0 <br />5.0 <br />33.0 <br />3.8 <br />36 <br />27 <br />9 <br />0.8 <br />40.1 <br />59.1 <br />ML <br />Olive brown, Sandy SILT <br />BH-2,S-3 <br />5.0 <br />6.5 <br />31.6 <br />2.8 <br />34 <br />24 <br />10 <br />54.1 <br />CL <br />Very dark brown, Sandy Lean CLAY <br />BH-2.S-4 <br />75 <br />9.0 <br />8.9 <br />SP-SM <br />Olive -brown, Poorly graded SAND with silt and gravel <br />BH-2,S-7 <br />15.0 <br />16.5 <br />10.8 <br />42.1 <br />43.7 <br />14.2 <br />SM <br />Gray, Silty SAND with gravel <br />13H-3.S-1 <br />0.0 <br />1.5 <br />30.4 <br />OL <br />Dark grayish -brown, Organic SILT with sand <br />BH-3,S-2 <br />2.5 <br />4.0 <br />40.3 <br />CH <br />Olive -brown, Fat CLAY with sand <br />BH-3.S-3 <br />5.0 <br />6.5 <br />44.3 <br />CH <br />Dark grayish -brown, Fat CLAY <br />BH-3,S-4 <br />7.5 <br />9.3 <br />45.8 <br />3.5 <br />59 <br />27 <br />32 <br />85.4 <br />CH <br />Dark brown, Fat CLAY <br />BH-3,S-5 <br />10.0 <br />11.5 <br />7.2 <br />60.5 <br />30.1 <br />9.5 <br />GP -GM <br />Olive -gray, Poorly graded GRAVEL with silt and sand <br />1314-3 & BHA,Bulk-1 <br />0.0 <br />5.0 <br />35.5 <br />3A <br />38 <br />24 <br />14 <br />0.3 <br />23.6 <br />76.1 <br />CL <br />Olive brown, lean CLAY with sand <br />BH4,S-1 <br />0.0 <br />1.5 <br />27.8 <br />OL <br />Dark brown, Organic SILT <br />SH-4,S-2 <br />2.5 <br />4.0 <br />31.9 <br />CL <br />dark grayish -brown, Lean CLAY <br />81­14,S-3 <br />5.0 <br />6.5 <br />50.3 <br />CH <br />light Olive -brown, Fat CLAY <br />BH4,S4 <br />7.5 <br />9.0 <br />34.8 <br />CH <br />dark olive -brown, Fat CLAY with sand <br />BH-4,S-5 <br />10.0 <br />11.5 <br />9.1 <br />75.0 <br />19,2 <br />5.7 <br />GP -GM <br />Olive Gray, Poorly graded GRAVEL with silt and sand <br />BHs,S-1 <br />0.0 <br />1.5 <br />34.7 <br />OL <br />Dark Olive -brown, Organic SILT with sand <br />SH-5,9-2 <br />2.5 <br />4.0 <br />32.0 <br />ML <br />Olive -brown, SILT <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 D24B8 as applicable. <br />Kittitas County Transfer Station <br />Geotechnical Investigation <br />Ellensburg, Washington <br />SUMMARY OF <br />MATERIAL PROPERTIES <br />PAGE: 1 of 2 <br />GEOSCIENCES INC. PROJECT NO.: 2022-188 FIGURE: B-1 <br />INDEX MATSUM 3 2022-188.GPJ 5/11123 <br />