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CPT-04
<br /> JE= 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 8:54:35AM COMMENT:
<br /> Tip COR Sleeve Stress F.Ratio Pore Pressure SBT FR SPT
<br /> (tsf) (tsf) (%) (psi) (RC 1983) (blows/ft)
<br /> 0' .h I 450 4 1 1 0 0 I 4 -10 10 0 12 0 70
<br /> 0
<br /> I I I -111.f11 1 i I IA__I I I
<br /> f ,-. , -4_ I 1 I , 1 f 1 1 1 1 1 4 1 1 1 -r"4=
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<br /> � ! =1 t 1 i l t r t€ i 1 f
<br /> e.
<br /> t 1r' i -----„_4
<br /> -__ 1 € 11.4 1 1 1 , r 1 ! 1 i
<br /> 4"-1 I 1 J"1— 1! I 1 1 1 1 1 1 I I e 1 1_e 1
<br /> 5 J 7 _ ,___I-____ ' 11 € 1tr I r T-1--1-
<br /> -i-�-'�__--� _-- 1 -__ --f i , 1-1-1-1-2-1---T- —i -r1-�-7J
<br /> 11 .--- -�=1- - I f 4 i 44- -- -
<br /> 1 I I I t _-
<br /> _
<br /> „tr 1 I 1 1 I irk 1.1 1.1 1'1 1 I 1 € --
<br /> f` 1 1 I 1 1 - ,,J--I 1 -- 1 1! 1 .1 -
<br /> �l.f € 1 — 4 , 1 1 1 t I It 1 I i—,.._,
<br /> - 1 € , -I 1 e 1 I 1 1'I r 1 , i= F
<br /> 10 J:.1-_L1J__L_ —_L____J_-_ _.-L_---J ,--L1 JJ-1-1--LL LLLJJ.aJJ11_ _I-1-LJ_L__-
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<br /> F 1-1 .. 1 1 f_,-__-I t 'mot _ t 1 1 1
<br /> 't _ Y ..4----1 I 1 1' i 1 1 1 1 1 1 1 1 1 I ,
<br /> j 1 4 1 1 I € 1.1 1 1 1 1 1 I. € I.
<br /> 1 1 t I i`-.1 1 1 1 1 1 1 I I 1 _
<br /> I;1 i I 1 1 I 1 1 1 , 1 4 l ! , I t
<br /> 15 --/-l--ht-1__F- —_r___-y__ -- F.-y--y-- .-+iiH--j-HF4 1-/-1-t4l-Iti-lid- I4i-F1-h-1_-
<br /> `1 I 1 '`L, I 1_1.i 1 14
<br /> 11 1 - 1 1 1 I 1--1 - I I I t `-r €
<br /> "I.-, 4 = _-1---- 1 1 ,fin ' 1 1 1 1 4-1-
<br /> 1 1 :1=- `):'. I € 1 I ! I l i l l 1 I I e
<br /> f`1 e I -_ -4 i i I 1 I1 1 4 t-I 1
<br /> 20 1 1 1 1 I 1 11 1 11 11 I
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<br /> •
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<br /> , a
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<br /> I i ! I 11' 1 1 1+1 1 1 I 1 3
<br /> 1 I I t I I ii 1 . 1 1 1 1 1 1 I t I
<br /> 1 I I II 11 111 1i1 a 41
<br /> '', t i , t=- r 1 1 , 1-i i-1 t
<br /> € € i 1-`1 I l-4 i 1 i I e i 14.
<br /> 1 I 4 I;-r 1 1 1 1 4 1 1 1 1 I 1 G
<br /> 1 --E.771--rrrr r rrl-4-11117 --7-r1-r---
<br /> ( /`..1 I I f i 4 I I l I t
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<br /> i' - t4 1 1 ! i€ , . 1, 11 I r
<br /> 'i e- I I I I f , 11 1 , I
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<br /> e a \, 11 1._I I I ! WI ! I ._i I ,
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<br /> i E ft [ € 1 1 1 , t 11 1 1 I t= e
<br /> , 4 1: 1 I , € 1 4 1 1 1 I i t 1 I I 'I t
<br /> 45 '--1-.-1_L 4 J_,_L-. —-I_--i--'!-` J ._-----1--- -,4-1-I____1-L 1-L-L-L-1-I.. -1-1 1 —i-4 __ _1__
<br /> I 4 I_—1 ��,. ef I 11 1 1 , 1 1 ! 1 I I !__1 1
<br /> 1 -_r_1..4. 1 1 --1 11 1--1-_:I 1 1 4.4 €1 4 I e I I I I 1=-±-j
<br /> i 1 j31 _I--' 1 . t i'1 1 1 4 1't - I ! I € 1
<br /> 1,=1.-r i -1-=�_ I 4 11 11111E1111 It1 a._1 1
<br /> t -11.-1-1.-1
<br /> —_7 1 I 1l € € ! i 1 I I I i I 17,14 t
<br /> 1 1 1 1 1 —1— - -- 11:—,-. 1 1 4 1 i I 4 1--
<br /> 1 11 1 i I i I e 11 I . I , 1 1 I I 1 1 1 1 1
<br /> 50
<br /> TOTAL DEPTH:49.049 ft
<br /> 1 sensitive fine grained $4 silty day to clay 7 silty sand to sandy silt 10 gravelly sand to sand
<br /> 2 organic material $5 clayey silt to silty clay 8 sand to silty send 11 very stiff fine grained(*)
<br /> 3 day -6 sandy silt to clayey silt 9 sand IN 12 sand to clayey sand(*)
<br /> *SBT/SPT CORRELATION:UBC-1983
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