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,%Ole *"illo' <br /> qc IT/ft^21 fs IT/ft^21 u2 pb/in^21 Su(qc)IT/ft^21 N60[blows/ft1 <br /> Classification by 0 10~0 20 0 400 0 2~0 4.06.0 8.0 05~0100150 0 1.0 2.0 3.0 4.0 0 2r 04060 80 <br /> Robertson 1986 <br /> I I ' <br /> , I I I <br /> I I , I <br /> Clay(3) <br /> �ry�1iff fine grained(11) <br /> a 3)) 1 L_J__I___ _L_ J_J_ _L_J__L_ _L_1_J_ _J__L_ <br /> Clay(3) <br /> ery stiff fine grained(11) <br /> Clay(3) 1 1_J_J___ _L 1-J_J_ _L_J__I__ _L_1_ _ _J__ <br /> ery stiff fine grained(11) <br /> 2 ---'--'--- - -=--'--'- - L--1--'-- -'--- --'- --'--' --'-- <br /> Clay3 <br /> ( ) <br /> 2 - -- <br /> ------ - ------- ------- --- <br /> I <br /> Very stiff fine grained(11) ' 7A83Y 92.78—> <br /> I i <br /> Clay(3) I I I I , I , i , , I 1 , L- <br /> 30--- , , I <br /> Sandy silt to clayey silt(6) <br /> 3 - - --I--- -i T-i--,- -i--i--,-- -T-T-i--I- --i- ---,-- <br /> Sandy silt to clayey silt(6) <br /> ery stiff fine grained(11) 35— -r- ----- -r-r - --r-r-r- -�--r- ,- <br /> Sand to clayey12 <br /> sand( ) <br /> .: S� dy Silt to clayey gilt r1 <br /> Si sand to Sade $Ilt�f <br /> Gravellysand tosand(1 ) 4 -T- ----- -r -I--I- -r-�--r- - - - --- -�-- '-- <br /> Clayey silt to silty clay(5) <br /> I I I I I I I I I I I I I <br /> Very stiff fine grained(11) I I I <br /> 4 -T- --r-- - -T-I--I- -r----r- -r- --i- -�- --1-- <br /> I I I I I I I I I <br /> Clay(3) <br /> 5 +- <br /> --I--- -r -�-�- - *- +--r- -r-+-�- -�-- - <br /> I <br /> Clay(3) <br /> 5 <br /> Very stiff fine grained(11) <br /> +-�--'--- -r +--- <br /> - --+ -- - -*-+- - -1-- -- <br /> Clay(3) <br /> Clay(3) <br /> Very stiff fine grained(11) <br /> Clay(3) <br /> Very stiff fine grained(11) 65-- -_L__ <br /> I 1 <br /> 2 11321 <br /> Very stiff fine grained(11) 7 1_J__I___ _L_ _ _J_ I__LJ41___ _L_1_J <br /> 1316.651GH I I I I I <br /> Clay(3) , � � I I <br /> I , <br /> 7 J_ _J__L_ _ <br /> Very stiff fine grained(11) <br /> -'- <br /> J--'--- -L --i--1- '--L -'--'-- - <br /> Clay(3) 80 ---'- -J- '-- <br /> 1 1 1 1 1 <br /> Very stiff fine grained(11) ' ' <br /> � I I I I I I I I I <br /> Clay(3) , ' I I I I I I I 1 I I I I I I <br /> ` 8 -'-'--'--- , , I I I ----1-- --1-- <br /> I <br /> Clay(3) I I I 1 I I I I I I I I I 1 I I I <br /> illyclayto clay ' <br /> (4) 9 <br /> Clay(3) <br /> 71 65-F- <br /> I <br /> I I I <br /> Very stiff fine grained(11) ' 1 '118'6 <br /> I 5.19I69�-> 1 1 <br /> IT <br /> I I I IT <br /> 10 -T-�--I--- -r-r-1-1- r-r--,--r- -r- <br /> r-�--i- -�--r--I-- <br /> Location: n: Ground level: Test no: <br /> 12 Stockton Positio <br /> California GW-3 <br /> CALIFORNIA PUSH Project ID: Client: Date: Scale: <br /> TECHNOLOGIES 770.2 Geolo ical Technics 6/22/2011 1 :145 <br /> Cone No:4170 Project: Page: Fig: <br /> _ <br /> Tip area[cm2]:10 Marci Loomis 1/1 <br /> Sleeve area[cm2]:150 File: <br /> GW-3.cpd <br />