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CPT 01A <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 11:52:54 AM COMMENT:8 ft South of Stake <br /> Tip COR Sleeve Stress F.Ratio Pore Pressure SBT FR SPT <br /> (tsf) (tsf) (%) (psi) (RC 1983) (blows/ft) <br /> 001 I ) 7004 ) 00 4 -4 40 120 80 <br /> I I ' i1 <br /> k 1 1 1 i _ I. 1 Ii t t ! <br /> , , i t 1 t 4 1 i 'mot <br /> ! ! _ - 1 I I i I I 1 i tx <br /> I 1 i 1 1 1 1 4 1 L. <br /> 1 : - � ! I I t 1 1 1 <br /> 111 <br /> t # 1 11 1 1 1 <br /> - i I Illtt <br /> j 1 1.1 1 1.t 1 <br /> 1 , f I 1 1 . 1 1 <br /> i - : I 1 1 1 1 1 <br /> J _ _-I_L .._LJ___ _1 LL!_I_I_,1JJ 1- .J- _I__LJ- <br /> I ` 1 I I I 1 1 t <br /> col 1 <br /> t <br /> f i 1 11 +r <br /> I I , 1 I l l i t <br /> i 1 t , I 1 t ! 1 <br /> i 1 1 11111 t1 <br /> 1 ' 1 F 11111 �1 <br /> 3 1-4a.F y_ra_. —_l'._-1__y-'S- '-F____'I-__ ^I-* +- h'1__` "-1'FF-1-I-#-I *-I I+- ��1-4--hy-1 <br /> I! 1 I I 1 1 I I I1 <br /> I i 1 1 1 i <br /> , I ! t ! t t I <br /> , 1 1 1 1 4 It <br /> 1 1 t 1 1 <br /> 1I # It t <br /> 11111 <br /> -1 - —r-r-r -r-1--- Trrrrrnl1 1- --t-i--r--r-1- <br /> 1 1 1 l i <br /> 1 I I t 1 <br /> tilt t <br /> - i ill # A <br /> Depth 5 —_---J----- --L----J. _. — -11- `-- -� 1-'1 <br /> �I ll// 1 I I t <br /> 1 i 1 1 i <br /> 4 1 1- 1-11 1 <br /> I / -1---y I i=1 <br /> ! I i`; 1 i 1 I # 1 ! <br /> 6 — 4-F-1-1--t_. —_L__s__a�._- ,...-- --1 '4--Fd-1... _t- I444. �I$I-4--4-I-- <br /> I _- ~i 7 1 ! 1 I <br /> 4 t ! 1 1 i I <br /> 11 # 1 <br /> 1_,__,---- i <br /> 7 —i- r-r-�-r-I- --r - ... r r r�-r- r <br /> T---1_ I 1 11 1 -' P., <br /> 1 `1 1 1 1 11 1 1 1 1 <br /> - E 1 I 11111 k <br /> f I # I 11111 <br /> 1 1 t 11111 <br /> 1 1 i E 1 11111 <br /> 8 — - - ! J-_- —! 1 I—I—H.:--^ <br /> - -- r--1' t 1 1-t 1 <br /> 1 1 i i 1 1 1 1 i <br /> t I t I 1 1 1 1 1 <br /> 1 I # 1 I 11111 I <br /> I # 1 # 1 1 I <br /> f i I # I 11111 I <br /> t 1 1 i 1 1 11111 <br /> 9 ._4-I-J-L_4_. —_1_____-4--.. —_L____J_-. rJ-I-4--I-4-I-. .4-1-I_1-1-141114- -J-L1__LJ-L- <br /> 1 4 I I I II / II I <br /> I 1 1 1 I 11111 <br /> I 1 I I I 1 1 111 'I <br /> I I 1 I I 11111 <br /> 1 1 1 I I I I I I 1 <br /> 1 1 t I I 11111 <br /> I 1 I 1 I I I I ! I <br /> 10 <br /> TOTAL DEPTH:7.546 ft <br /> 11111 sensitive fine grained 114 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand <br /> 2 organic material II clayey silt to silty clay B sand to silty sand 11 very stiff fine grained(*) <br /> tE 3 clay --6 sandy silt to clayey silt 9 sand 112 sand to clayey sand(") <br /> *SBT/SPT CORRELATION:UBC-1983 <br />