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LIQUID AND PLASTIC LIMITS TEST REPORT <br /> so <br /> Dashed line indicates the approximate <br /> 50 <br /> upper limit boundary for natural soils <br /> - <br /> 0 40 - _... - - -.... .----.a <br /> __._ .............i _... ..... ..__.. <br /> 30 — <br /> U <br /> • <br /> 20 .. .--_. --- <br /> n_ - - <br /> 10 -- - .... -- -- -- - - <br /> 7 -- <br /> 4 . _ MH or OH <br /> 10 30 50 70 90 110 <br /> LIQUID LIMIT <br /> 74 <br /> i <br /> 66 -- - - -- -- -- - <br /> z58 - - -i <br /> O <br /> H 50 - - -- - <br /> 42 - -- - <br /> 345 10 20 25 30 40 <br /> NUMBER OF BLOWS <br /> MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS <br /> + Yellowish Brown Lean CLAY w/Sand 48 24 24 <br /> ■ Black Fat CLAY w/Sand 61 20 41 <br /> • Dark Olive Brown Fat CLAY w/Sand 61 22 39 <br /> • Yellowish Brown Sandy Lean CLAY 40 19 21 <br /> Project No. 060-2696 Client: GeoForensics Remarks: <br /> Project: Catalpa-218267 <br /> • <br /> • <br /> •Source. 1-2 Elev./Depth: 9' <br /> ■Source: 2-1 Elev./Depth. 3' <br /> *Source: 3-1 Elev./Depth: 2' <br /> •Source: 3-2 Elev./Depth: 6' <br /> LIQUID AND PLASTIC LIMITS TEST REPORT <br /> COOPER TESTING LABORATORY Figure <br />