Laserfiche WebLink
I Geotechnical Engineering Group, lnc. <br />1~ <br />20 <br />15 <br />_~ <br />a. <br />~ 10 <br />CO <br />L <br />5 <br />lJ <br />Project Name: Western Fuels <br />Sample Location: TP-2 @ 1-8' <br />Maximum Dry Density: 114.5 pcf <br />Optimum Moisture Content: 14.5 <br />- Shear Date At Yield <br />Normal Stress Shear Stress <br />(psi) ~ {psi) <br />11.0 1'E_8 <br />7.5 8.7 <br />3.7 5.2 <br />-- I I I I ~ I I I p l' <br /> <br /> <br />- _ <br />. _._._____ <br />__ - <br />i I i <br />___I~ _: <br />i i i j ~ i l 11 I I~I <br />- - _ <br />`- I <br />I I - <br />' ICI ~ ~ i !T1 f 1 <br /> - <br />--- <br />-- --- - <br />I I I I I I i <br />- <br />' I 1 I <br />I -T-i i <br />I I =-'I- <br />---: --~ - ~ -T <br /> ~ ~ I I I <br />- <br />..._ __._._ ____ ~ <br />f <br />-' <br />-____ _ ~~__ ._.__- _- .-~_, 1 ~.-1 <br />- <br />_- <br />_ I I j _-- -_-I I I 11 1 <br /> _ <br />---.---;---- -; i I I I! <br />- TI..$5°.0---- ~- . 0° .C=2_psl._1_ <br />--- -- I ~ <br />-_' I i ' <br />' ' <br />~ ~ I 1 1 1 1 Y.Compaction- -- -- - I = -- <br />-- -I-- I'~II 'h <br /> <br />_ <br />_ I 1 I I I! <br />~ I { I{ I I I <br />_ <br />_ __- __.~_ <br />-- -- I I~ <br />I I I <br />_~! I f~ <br />- _ <br />__- --~ __-_ <br />~ _..T._.. - <br />- <br />- <br />- --' _ <br />_• I~ <br />I i I I I <br />- <br />I t I 1 l i l <br />~ 1 <br />- ~ I I; I I <br />_- _i I I ~ I-I I - - --t i i l l I I IL <br />I__.-__ -_~._ <br />-~~ I__I I_ I <br />iii-`-- <br />-_ <br />- <br />- <br />- ~ ~_•_ i <br />- <br />__I__i I I I I I ~_ <br />- I I r I I <br />'- <br />' ~ ! I I I I I <br />- <br />-'~ -; ';-; - ~-,- <br />--- -- • - <br />. <br />- I <br />~ <br />~ ~ I-r , <br />- <br />i I I <br />T .. <br />. _.--I-=-- <br />1 _ Ti i I I f <br />- -j <br />~ i i I <br />. <br />I I ~ ! <br />- t --- <br /> <br />-- - - <br />--- - <br />- - - -- • - -- -~ - <br />, <br />'-i -- - -L <br />-- <br />-- --=~ -- -t ~ iTi <br /> <br />- I I <br />I I - <br />, I <br />l i l lI I , ~ <br />I ' <br /> <br />0 5 '[ 0 15 20 <br />Normal Stress {psi) <br />Job No. 2,243 Remolded Direct Shear Strength Test Results <br />'Fig. 7 <br />Attachment 2.05.3(3)-20-57 <br />