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LIQUID AND PLASTIC LIMITS TEST REPORT <br />60 <br />50 <br />x 40— <br />zz <br />U 3— <br />CD <br />-J 20— <br />a. <br />10— <br />0 <br />Dashed line indicates the approximate <br />for <br />0 N <br />upper limit boundary natural soils <br />i <br />— . <br />N of <br />G <br />00( <br />A <br />/ / / / / / / /.a t'.( , <br />ML or OL <br />MH <br />0 10 20 30 40 50 60 70 80 90 100 110 <br />LIQUID LIMIT <br />51 <br />49 <br />47 <br />z 45 <br />w <br />O z 43 <br />8 41 <br />cc <br />Lli 39 <br />s 37 <br />35 <br />33 <br />315 <br />• <br />• <br />6 7 8 9 10 20 25 30 40 <br />NUMBER OF BLOWS <br />MATERIAL DESCRIPTION <br />LL <br />PL <br />PI <br />%440 <br />%<#200 <br />USCS <br />• <br />Fat clay with sand <br />50 <br />18 <br />32 <br />81.1 <br />CH <br />• <br />Clayey Sand <br />37 <br />19 <br />18 <br />45.8 <br />SC <br />Project No. 111057 -000 Client: Transit Mix of pueblo <br />Project: Transit Mix of Pueblo East slope Stability <br />•Source of Sample: LH - Depth: 40' -41' Sample Number: C -9 <br />Source of Sample: LH -1 Depth: 5 -6' Sample Number: C - 1 <br />Remarks: <br />LYMAN <br />HENN <br />w rat ,� <br />Figure <br />• <br />• <br />• <br />Tested By: S. Bailey <br />Checked By: J. Martinez <br />