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CPT-01 B <br /> - CPT CONTRACTOR:In Situ Engineering OPERATOR:Okbay <br /> CUSTOMER:Terra Asso CONE ID:DDG1263 <br /> LOCATION:Everett PREDRILL:N/A <br /> JOB NUMBER:T-8221 BACKFILL:Bentonite Chips <br /> TEST DATE:9/9/2019 12:15:38 PM COMMENT:19 ft West of Stake <br /> Tip COR Sleeve Stress F.Ratio Pore Pressure SBT FR SPT <br /> (tsf) (tsf) (%) (psi) (RC 1983) (blows/ft) <br /> 0 0 700 4 0 0 4 -4 4 0 12 0 80 <br /> ( ( I I I 1 ' i l i IIII I i 1 1 1 1 <br /> I 1 r I I i i-, 1 I I, I <br /> t 1 I <br /> I i 1 i 1 I t <br /> '' i i 1 . I I t t - 1 <br /> i 1 • <br /> i l I 1 I 1 ,I <br /> 1 L 1 , _ I I I I I t •I <br /> I I I I I 1 rj <br /> ,5 I a I 1 ! 1 <br /> 1 I 1 1 r 1 1 1 <br /> • 1 t ! 1.1 I t) 1 <br /> 1 1 1 4 i 1 I r <br /> 41LJ 1 1 1 1 1 1 <br /> 2 _ _ -L 1 _1 - —_L____J_-_ JL1- .-L L J-L. .-LLLI_ JJ J I_ 11_ _L __L.J-L. <br /> 1 I I 1 l 1 <br /> I I till 1 <br /> f e tit ` ' 1 <br /> t t t t <br /> tart , 1 <br /> I I <br /> l 11 `I . IIIII 1 <br /> 11111 I <br /> 3 -i_i-4_1-___ ,_-F____-I_t_ '-I-___--1__. ,--1-1-t- 1--1-1- -t1-r1-1•-1-1-1-I-14- .-{- .1--1•-I-1-- <br /> I <br /> I 1 1 1 1 1 I <br /> II 1 1 1 1 1 I <br /> I /1 tall 1 <br /> i ,1 1 1 1 1 1 1 1 <br /> IiI 1 i ; 1 4 1 <br /> 1 1 1 1 <br /> 1 1 I 1 1 <br /> 4 -r-r-1-r 1 - 1 - -1-r7-1r1-r- Trrr 1 I--717' — r'- 7--r-t--- <br /> I I 1 t I 1 <br /> hill 1 <br /> I i t t i I <br /> 1 1 1 4 1 1 I <br /> 1 1 1 1 1 1 1 <br /> Depth 5 ._--_L-1_L _ -1 - ..,i—L__--J— 1_-1---J--. ..LLB—;—I-'--_111- _--1--L---: <br /> (ft) <br /> 1 <br /> I i i r i 1 i1 <br /> 1 1 I It <br /> t 1 111__I: i 11 <br /> 1 ,1 <br /> 1 II <br /> 6 — ' L <br /> .. _F�_F-__ `__�__ -_. -- �--- --t-I-i!_J-�-1-- 11-11-t-1-a�-1-t 1- ELF-.L--1-a-ham <br /> _r! 1 11 1 1 I I 1 irk I <br /> `\`Fr1�LL - t r ', �1 1 i E 1 I t I I 1 1—t-1-Y r. <br /> r— � —r-17 1 I I I I 1 1 1 1 I <br /> F� { k , I , t I I 1 11 , <br /> i - —d 1 ,t 1 t 1 1 I I. 1 1 1 a <br /> i , 1 1 1 1 11 1 I 1 I <br /> } I I 1 1 1 1.1 1 1 I 1 11 <br /> 7 --7—r. r 1-- ---.L_—_1--- —.tr----1 1-r7'—r1—r— rrrrl-1-1171t' --1—(-7--r1—F—. <br /> II / III 1 <br /> l 111111 1 <br /> ill 1 1 t 1 <br /> 111111 1 <br /> 111111 1 <br /> 8 - 1 - - — - -.-L1_I_�t..l_-_-_ ,— _ <br /> t 1 1 1 1 1 1 1 <br /> 111111 1 <br /> 111111• 1 <br /> 1 1 1 1 1 1 1 <br /> 111111 1 <br /> 111111 1 <br /> 1 ( 1 1 1 1 I <br /> 9 __1-LJ-L_,__ __L___-_l--_ —_I_____a___ —t-1-1__LJ...1.. iL 1-1-1_1.IJJ114 —I-L1__L 4_1-. <br /> 111111 1 <br /> 1 1 1 1 1 1 1 <br /> t 1 1 1 1 1 I 1 <br /> 111111 1 1 <br /> 111111 1 1 <br /> 10 1'- 11 1 1 1 1 1 1 <br /> 1 1 1 1 / 1 1 1 <br /> TOTAL DEPTH:7.382 ft <br /> In 1 sensitive fine grained ■4 silty clay to day 7 silty sand to sandy silt 10 gravelly sand to sand <br /> 2 organic material M 5 clayey silt to silty day 8 sand to silty sand 11 very stiff fine grained(') <br /> ='3 day M 6 sandy silt to dayey sift 9 sand 12 sand to clayey sand(*) <br /> *SBT/SPT CORRELATION:UBC-1983 <br />