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<br />• <br />r 1 <br />LJ <br />40 <br />30 <br />.N <br />a <br />N 20 <br />N <br />t <br />10 <br />0 <br />.lob No. 2,243 <br />~';eotechnica[ Engineering Group, Inc. <br />Project Name: Western Fuels <br />Sample Location: TP-1 @ 5.5 feet <br />Sample Description: <br />Maximum Dry Density: 114 pcf <br />Optimum Moisture Content: 14 <br />Shear Data At Yield <br />Normal Stress Shear Stress <br />(psi) (psi) <br />11.0 23.4 <br />7.5 20.5 <br />3.7 12.0 <br />_ _ r l, l~ ~ I I _ <br />_ <br />_ • __ _ _ <br />_~ 1 1~ - <br /> <br /> T I I ~.~i ~ T <br />__=_. _._ <br />T- <br />T <br />' <br />' <br />' <br />- <br />. _ <br />_ - _ <br />_ - <br />- _I 1 r 1 1 <br />r <br />_ <br />f <br />i <br />._ _ <br />_ <br />_ I I <br /> <br />_ ~ <br />" <br />~.T~ _ __--_. <br />~~ <br />- I I <br />i <br />1 I I' <br />I i I I <br /> <br />._.. <br />.. <br />_" I ~~ I~ <br /> <br />_ <br />~~ <br />r 1 r. <br />~. i ~ iT. L. <br /> _ <br /> -- <br />- ' <br />I I 1 <br />~ i~ 85% <br />: <br />~= <br />_ ___-_. <br />_ 5 <br />_C=-T1Y2T <br />__ s I I <br />' <br />I <br />1'~'~-~ : <br />'Cbmpacliort r_y ~ <br />-r-; I I I I I I <br />I l l r~ <br />- ~ I ~ <br />~ _ <br />~ . <br />-- - _--.-ITS I r r <br />~ <br />to' --- <br />" <br />_ <br />~,- <br />_ <br />~ _ __ _ <br />__ __ _ <br />~._ __.__ <br />- __lyr r~ <br />JJ_~_, I <br />_ I t I I I 1 <br /> <br />-~T~- <br />I <br />~ <br />1 I .__. <br />. <br /> <br />T_r 1_~ t_~_ _-_~_ _J~~I 1 _ , - I <br /> ~~~ - I 1 ELI I 1 <br />___._. <br />, ~T _ _ -_L._L <br />• _ <br />1 1I1 ,1• <br /> <br /> • <br />L•J <br />1 <br />! _ <br /> . <br />._ <br />_ <br />_ <br />._ _ <br />______ _. :. <br />_____ .-_ _T <br />.111__ ~ I 1 ~__ . TT_-_ . <br />_I L'r 4-~_' ~ i--.T..:_ ._. <br />_~. . <br /> <br /> <br />O 10 20 30 40 <br />Normal Stress {psi) <br />Remolded Direct Shear Strength Test Results <br />Fig. 5 <br />REVISED MARCH 2006 Attachment 2.05.3(3)-14-36 <br />