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qc[T/ft^21 fs[T/ft^21 u2 pb/in^21 Su(qc)[T/ft^21 N60[blows/ftl <br /> Classification by 0 10~020 0 400 0 2~0 4.0 6.0 8.0 0 5~~150 0 1.02y0 4.0 0 2040 60 80 <br /> Robertson 1986 <br /> 1 I ! I I I 1 I 1 1 1 1 <br /> Y <br /> Clay(3) <br /> Very stiff fine grained(11) <br /> , I <br /> I , I <br /> 1 _ _J__I___ _L_1_J _ _L_J__1__ _L_1_7J9Ti <br /> Very stiff fine grained(11) 8.383r> 1 1121.06 <br /> — <br /> 7-.6II1 5-1 111I1III1I11I <br /> 1I1�11t-111 <br /> _-1 <br /> Clay(3) 15-- ,L -it L_ J1 J7 J__L <br /> Very stiff fine grained(11) <br /> Clay(3) 2 <br /> 0- <br /> a stiff fine grained(11) <br /> la (3) <br /> Very stiff fine grained(11) 2 7 <br /> Clay(3) 3 1II,,II <br /> _--_- <br /> - <br /> I I I I I I I I 1 1 1 1 I <br /> I 1 I 1 I I I 1 I 1 I I I I I I <br /> 1 I I I I 1 <br /> I 1 I I I I4 t 48,938 qI 1 <br /> 35---r- --1--- - r-�- - -r-�--r- -r-T-�--r L <br /> Sand(9) 1 I 1 I , I I I , I 1 , 1 , <br /> Sand(9) I 1 1 1 I I I I 1 I I 1 1 1 1 <br /> Sand to silty sand(8) ' <br /> 4 -r- --- -r-�-�- --r--1--r- - - - --- -�-- --- <br /> Very stiff fine grained(11) -------- <br /> I I I I I I 1 I I 1 I I <br /> Sand silt to a 6 <br /> Y clayey silt( } I I I I I I I I , <br /> Clayey silt to silty day(5) 5 r- --'--- -r t-7-y- -r- --1-- -�- r--1-- <br /> I <br /> Clayey silt to silty day(5) ' <br /> IItv Cla to d�y(4) <br /> afSdy S'It to clayey silt(6) 55--- _1__,___ <br /> Very stiff fine grained(11) 5.685 <br /> 1 I I 1 I I I 1 1 I I 1 I <br /> Sandy silt to clayey silt(6) I 1 I I I I I I 1 1 I I 1 11 <br /> I I I I I I I 1 1 I I t I <br /> Very stiff fine grained(11) 60-- J _J__L <br /> I I I I I I I I I 1 I I 1 t <br /> I I 1 I I I I 1 I 1 I I I 1 <br /> ¢. Clay(3) <br /> I I I I 1 1 1 I I I I 1 1 1 1 1 <br /> I I I I 1 I I 1 I I I I I 1 1 1 <br /> Very stiff fine grained(11) <br /> y 1 I I I I I I I I I I I 1 7 i <br /> »` <br /> Clay(3 I I I I I I I I I I I 1 <br /> ) 1 I I I I I I I I I I I I t I 1 <br /> 7 1-J__I___ _L _J_J_ I__1_J_J__ _L_1_ _J_ _J__L J__ <br /> I I I 1 I I I I I I I I I 1 1 <br /> Very stiff fine grained(11) <br /> I I I I I I I I I 1 1 I 1 1 1 <br /> Clay3 <br /> O 8 L_�--I--- -L --1 1 _1 I- L-J--'-- <br /> ery fill fine grained(11) I 1 1 - - i <br /> Clay�3) <br /> Very stiff fine grained(11) <br /> Clay(3) I I I I 1 I 1 1 I I 1 1 I <br /> 6 <br /> Very stiff fine grained(11) <br /> 8.b28-L� 1 <br /> Clay(3) 1 I I I I I I I I I 1 I I <br /> 9 I <br /> Very stiff fine grained(11) 1 t , <br /> 1 I 1 I I I 1 1 1 I t 1 <br /> I I I It130.0�y <br /> 9 <br /> T_i__I___ _r_T __I_ r_T__I__r_ <br /> I I I I I I I I I I I I I 1 1 <br /> Very stiff fine grained(11) 6.003Jy ' 93.2p- <br /> 100--- <br /> 3.2 — <br /> 1 I 1 I I 1 I I I I 6.G09� 1 1 , <br /> I I I I 1 1 1 I I I I 1 I 1 r I <br /> 10 --r-�--r-- -r-r--t--1- r-r--1--r- -r-T-�--I- -�--r--I-- <br /> , I I I I I I I 1 1 I I I I I 1 I I <br /> Location: Ground level: Test no: <br /> Position: <br /> 12 Stockton California GW-2 <br /> CALIFORNIA PUSH Project ID: Client: Date: Scale: <br /> TECHNOLOGIES 770.2 Geological Technics 6/22/2011 1 :145 <br /> . �,..,....e <br /> Cone No:4170 Prated: Page: Fig: <br /> Tip area(cm2]:10 Marci Loomis 1/1 <br /> Sleeve area[cm2]:150 File: <br /> GW-2.cpd <br />