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`wm� Nmo� qc[T/ft^2] Is[T/ft^2] u2[Ib/in^2] Su(qc)[T/ft^2] N60[blows/f l Classification by 0 10�020 0400 0 2~0 4.06.0 8.0 0 5~0100150 0 1.0 2.0 0 4.0 0 2~0 40 60 80 Robertson 1986 Clay(3) 1 I Very stiff fine grained(11) Y - -J__I_-_ -L_ J A I 1 I I 1 1 I Verystiff fine rained 11 6.b85�+ - 9 ( ) 10— 1_J__I___ _L_1_ _ _L_J__1__ _L_1_J I _J__L 1 ' 13.1063 ' ' Clay(3) _J__I___ _L_ _J_J_ _L_J__1__ Clay(3) 1 I I I I I I 1 ery stiff fine grained(11) , Clay(3) 2 -I --, I- --II'---I1' - II -- I I I I 1 Very stiff fine grained(11) I I I 1 I I i I I I I I I 1 I I Clay(3) 25--- 1 I t I I I t I I 1 I I I I I Very stiff fine grained(11) Clay(3) II I , I I I Very stiff fine grained(11) 3 __ __1___ _ T �_ _ ___ _ __1__i Sandy silt to clayey silt(6) I 1 , I 1 1 I I I I I r T Sandy silt to clayey silt(6) Silty sand to sandy silt(7) 4 r--i----- -- -� --- - I 6675-r� 1 401.16- Very stiff fine grained(11) , Clay345-- O 4 r-�--r-- -r- -�-�- -r-�--r- -r-T-� -- -�--r --- Very stiff fine grained(11) ' 5�14y Clay(3) 5 *-�--�--- -*- y-y- -*-y--r- -r-+- --1- -�-- -�-- ery stiff fine grained(11) ' 144"" Clay(3) IIClayey silt to siltyclay(5) 5 +-,--1--- - -+-,--,- 1 -+-1--,-- -r --+ ---I1IClay(3) �ery stiff fine grained(11) 6 Clay(3)ery stiff fine grained(11)Clay(3) Iery stiff fine grained(11) 6 _1_J__I___ _L_ _J_J_ _ L_J__L_ _L _ Clay(3) Very stiff fine grained(11) _1 __I___ _L_141, _ _J__I__ _L_1_6880_rr► _J__L__I__ Silty sand to sandy Silt(7 7 I 1 ,ery stiff fine grained( 1; 1Sand tp sIIlItNy san (8�erystiff firSe gra. (11) 7 _L_ __ _L_1 _1_J__,__ _J__g02.8'�� Very stiff fine grained(11) Sand to silty sand(8) Gayey silt to silty clay(5) 80---1--'--'--- ' --'---'- ' ' -- ------ --- --------- --------- 1 Sandy silt to clayey silt(6) ' 1 I I 8 ' -'--- -�----- -L--'--'-- ' ' 7-U3- -4- - 153 I'1.10.3 I , I I 1 1 I I 1 ' ' 150. Very stiff fine grained(11) 1353 '1 I I 194.5,1 1 , 4491r I I I Clay(3) 9I I----- - I 1 I --0-- --- - I I I I , - --,- -- --,--�- - - - --- - -- Very stiff fine grained(11) Very stiff fine grained(11) 9 ' I ' 1 I Verystiff fine rained 11 ' ' ' I 9 ( ) 1 , , , , , , , , 1 , , 11.p84'I'> , 1170.8,2 1 , , 1 IT , 1 111,153, 1 066.00 10 -r- --r-- -r- -11--1 -T-,--r- -r-T-I--1- - --r--r-- I Location: n: Ground level: Test no: ux Stockton Positio California GW-4 CALIFORNIA PUSH Project ID: Client: Date: Scale: I TEC HNOLOGIES 770.2 Geolo ical Technics 6/22/2011 1 :145 - e,^ , cone No:4170 Project: Page: Fig: Tip area[cm2l:10 Martis Loomis 1/1 Sleeve area[cm2l:150 File: GW-4.cpd