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<br /> CPT 01 A
<br /> E,R CPT CONTRACTOR:In Situ Engineering OPERATOR:Okbay
<br /> CUSTOMER:Terra Asso CONE ID:DDG1263
<br /> LOCATION:Everett PREDRILL:N/A
<br /> I JOB NUMBER:T-8221 BACKFILL:Bentonite Chips
<br /> TEST DATE:9/9/2019 11:52:54 AM COMMENT:8 ft South of Stake
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<br /> Tip COR Sleeve Stress F.Ratio Pore Pressure SBT FR
<br /> (psi) (RC 1983) SPT
<br /> (tsf) (tsf) (%) (blows/ft)
<br /> 0 0 700. 4 0 0 4 -4 4 0 12 0 80
<br /> I i I 1 I
<br /> _.. -f I I , I 1 1 1 1 1
<br /> tt.t 1 d 1. , V t t'1 i I:J"I 4 i Y
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<br /> 1 t I tdl t9 it11 1
<br /> $ P 1 3t19t9ttt 4
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<br /> E t -w T 1 1 Y r t t 1 1 , t o.9.
<br /> 73jj 1 y S 1', I 1
<br /> !. ( I :� A 1 f I 1
<br /> 1, 3 i t 1 �I �I I ♦ I t
<br /> t 1 i� d 'I t t l P
<br /> i t ,9.t d s
<br /> 9 1' 9 11:
<br /> ; 11 :9962 ,,,,,,, 1,K L J.w L_1.e-: _1_____J ,. ____t__J__ ..,..!_L 1 L J--„ ,..0.,i...3_, t,'9,,,= 1 1 1 ,..,7,„ 1 _L J,,,,.,,.,y! t t r t 4 t.
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<br /> 1 4 .-..., T`r,:.r---' _1.,,,,_ -1 -:.^y__T""`r'7__" F '" 77 `"t"`...T__T""1._�.."
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<br /> Depth 5 _t _»_J,-_I__ aL_t_ ._J--- -J_L_ _a .-'-t
<br /> (ft)
<br /> •
<br /> M i , I , ]
<br /> { 113 ♦
<br /> t 7 t
<br /> 1
<br /> 6 II
<br /> .ipi<+_- .,f--I.r 4 t:.._ -d---t-_.- _ .`�.;.r�N-. ._.c _ti.r.,i-w Y ,-i-i1 J.t •-•t I-;__ -I.._..
<br /> 3 // t . ♦ 1 ♦ i I
<br /> v+ d 1 ] t 1 i I
<br /> 9 ^'3 1 t a 1 1 1 1
<br /> ��', t t 4 3 a I i ' 1
<br /> 4 t " i f
<br /> ! 4 9 t t 1
<br /> 1,,,, = 1 b t t t I i t t
<br /> `I 7 ,-.t-1-r,=+:`^r.A, ~ -r---_1-- r--I---I - G",-r7',-4--4-('- r, i a-t"t�77' --1-r' ''- -r-
<br /> J 1 .7 S . 3 Rt 1
<br /> 1 i t 1 t 1 1 t I t i t 1
<br /> 1 i.. 1 i i f i t u...r.....r..w.r..,�r-1
<br /> d - t 1 b 1 1 1 1 i I
<br /> 1 r t Y t t 1 1 t
<br /> - t } i Y t i- t .i 1
<br /> i i' r,,,i L 1-4 t 1.
<br /> 3 t 9 Yt1 I 1 t
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<br /> t t t , I l i 1 I I
<br /> 1 1 t i i 4 t 3 t I 9 1 I.
<br /> r 9 9 9 9 6 1 P t 9 1 ' 9
<br /> I 3 # J i f 9 t tit I i 3
<br /> t:. P 1 t t I 1 1 1 t i 1 f,'
<br /> 9 _1 t-J:...l__., _t---t- J...- 4- -d--J_w. '..J-L-.l-3-in+$--t-- 3-1-1_I-+.0-i440-1..9• ..-.9t-L1-_9-J-L..
<br /> t- 9 'I 3 9 3 i t I t t 3 t 1
<br /> 1 C 3 ( 9 I 3 1 III ! I 1
<br /> g k t i i 9 I t 1 }.1 1 I 1 1 9 1 9-
<br /> 3 I 1 t 1 Y 'd I dl 9 i t t 8 t
<br /> t r I 19 I 1 t1 993 tI t - t t t'
<br /> t III I d 9 t 1 t t 9 9' t
<br /> 10 I t 9 1 I I I I i t 1 1 1 1 3 3 s t
<br /> TOTAL DEPTH:7.546 ft
<br /> Ia 1 sensitive fine grained ®4 silty clay 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 sand 11 very stiff fine grained(")
<br /> 3 day 6 sandy silt to clayey silt 9 sand 12 sand to clayey sand(")
<br /> `SBT/SPT CORRELATION:UBC-1983
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