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f Noose qc[T/ft^2[ fs[T/ft^2[ u2[Ib/in^21 Su(gc)[T/ft^2] N60[blows/ftj Classification by 0 10200 0 400 0 2.0 4 0 8.0 0 5~0 100 50 0 1.0 2.0 3.0 4.0 0 20 0�60 80 Robertson 1986 I I , ' Clay(3) Y 1_J__I___ _L- _ Very stiff fine grained(11) Very stiff fine grained(11) ' I Verystiff fine rained 11 _ J--'--- -L_ _ J_ _L_J__1__ _L_1_J__I_ _J__L_-I-_ 9 ( ) 1 I I 1 I I I I I I 1 I I Very stiff fine grained(11) 1 _ _JI__,___ _L_ _ _J_ _ 1_J_-I- L_1_J___ _j-- L__ I i , , I , 1 I Very stiff fine grained(11) 20 Clayey silt to silty day(5) Clay(3) ery stiff fine grained(11) 2 -'--'--- , 1 I I , , Clay(3) Very stiff fine grained(11) ' 3 -------- ------ -------- -------- ---- - I , 1 -I 1 , I 1 I 1 I I 1 r- Very stiff fine grained(11) 9$68 1 I Sandy silt to clayey silt(6) 1 I 1 1 , Sand to clayeysand(12 3 - -T --1--- -r-r --I- --r-�--r- - - - --- ----r --- eryrY stiff,fine grained(1 1 i garldy Sdt,t0 Ciaye slt(63 Silty Sand to sandy silt Sandysilttodayeysilt(6) 4 - --,--- - T----1- --r--I--I-- -r-r-'1--r --1- I-- Sand(9) Sand o silty sand(8) Silty sand to sandy silt(7) I Very stiff fine grained(11) 45 T- --i--- -r- -�-�- -r-�--r- -r-T-�- I- - --r-Clay(3)(3) Silly Clay to clay(4) I I I I I I I 1 I 1 I I I 1 1 Clay(3) Silty sand to5an silt 7 5 -�--'--- -r -�-ti- 1- r-�--r- - - - - -y-- -- Sand to silty sand(8) 1 1 I I I I I I I I I I I 1 I I yy Very stiff fine grained(11) 55---- +-�--I-lay(3(3) ery stiff fine grained(11) '. Clay(3) 6 Very stiff fine grained(11) ;_J- -1 1-J-J� '- 4_J__'-_ _}_;_J -'- _4--�'_ I-- Clay ) I 1 , 6` 1_J__I___ _L_ -J-J- I- 1_J__1__ _1_1_J _I_ _J__L _I-- 1 1 I I I 1 I 1 I 1 I I 6. 12 7- I I I Very stiff fine grained(11) 7 5}`91� 1_J__I__- _L_1 1_J_ 1__1_J _L_ _L_1_ I _J__L__I Clay(3) 1 I I I 1 I I I 1 I I I I 1 I Very stiff fine grained(11) Gay(3) J _,___ _L_ L_1_J___ _ _J__L___ Very stiff fine grained(11) 7 I I_ Clay(3) 6 --- -L- -J--'- - ' I I I I I 1 -�- - - - - I -- Very stiff fine grained(11) I I 1 I I 1 I I 1 1 1 Clay(3) Very stiff fine grained 11 8 Sand to silty sand(8) Very stiff fine grained(11) Clay(3) 9 I I 1 1 I , Very stiff fine grained(11) Sandy Silt t0 clayey Silt6 Verystiff fine grained(I13 9 - - --,--- -r - I--,- r-r-i--r- -r-T----- -i------ Clay(3) I I I I I I I I 110r93+> I 07.30y Very stiff fine grained(11) 7143 I'4 02.29y , I , , Location: Position: Ground level: Test no: U2 Stockton California I GW_1 CALIFORNIA PUSH Project ID: Client: Date: Scale: I TEC HNOe OGIES 770.2 Geological Technics 6/22/2011 1 :145 - Cone No:4170 Project: Page: Fig: _ Tip area[cm2]:10 Marci Loomis 1/1 Sleeve area[cm2]:150 File: GW-1.cpd