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I <br /> I <br /> i .„„„ <br /> 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 /> II <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 /> I <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 /> l i I R 1 2 1 I I F 1 f 1 ! <br /> 1 f 1 ! t t ( t B 1 1's'f I r 4 t i <br /> tt i 1 t i I I , 1 1 t ! <br /> t I i I 1 i' 'f 1 <br /> L'''': <br /> t 1 , : 1 4 t 1 1 <br /> i1- 1 { 4-r1 €i . 1 4 14�1 • t- - ..— - t i - -1- 6- F t 1 'T- i t Blt1 1 ( E 4 4 BYi It 1 4 -1fi , lull t 1 r �, i <br /> IIIr t B 1 ..LJ.,,L :04t R;1t4 . BtrK- 1 a 1' ! ty 1i1___1_L_„.._ 9 11 i i BeltY ,�,�,. ' J. :.- ,.,„a.__B__J_...< _L 1 � 11.. ....:d«L,kB_I_L_1-4-„,-, <br /> 1 2 t 4 B 11 11, <br /> c 4 1 4 t 1 t <br /> 4 iA i.Y i;t I' t t <br /> t 1 1 k Y1 4 "1 4 1"1 -1 <br /> 1 1 1..1 1 1 1.1. 1 4 7 1 <br /> 1 4111111 t 1 11 <br /> t - 1 ' '11111 1 t I 1 <br /> 3 +-I--t-r-t-- ".-I---4---B- - -.' -�- -r+a. 4--I-f-.� .M-i^f-lwI-1 I-i�+1.^' ..--1....'.+-1-B-i.-.-«r <br /> t ! 4 ti 11 I11 1 _ <br /> € t l t.R t i t i <br /> t E IBld 13 t 1 <br /> t I 1 1E11111 1 <br /> 1 4 1 1 4 i B I i }'. <br /> t 1 1 1 1 1 1 t C„i t' <br /> 4 - T-r 1-r'6-.- 1 {.»:-_t---i -••- ....t-r r- ;1--i"`.R"' §_ i-(7tn;1 --,-T" `.°'f l-T_I_r'1..-` <br /> 1 ( I t .t 1 t <br /> t ! 1 I <br /> E t 1 <br /> { R 4 4 <br /> 1 <br /> Depth { Mt - _ .t B t - J J _. _1 a I <br /> (ft)p 5 c 1 I 1 ° # i s <br /> B 4 <br /> 1 1 r 4. 4 t 1 <br /> t B 4 t7, "' 4: -71 t <br /> i 1 t ,t k, 1 & `t 4 (B 1 <br /> t I ! R R ,.9' 1`"^^,,.may: $ 1 1 : "-j i <br /> ,r i I : 4 1 1 <br /> 6 i_+-I--1-1-,,.:- .�...-I'"-_( �--. .—- .0. -1 m_.. t_t.. F- "4"" -"»i, .a.a-1.N- q G.1+2-B- _e.. <br /> h I I A w�,,6,w.w'-^'4 t t"'"~� ?' d I 'yI ,,; 9 : i ➢ t <br /> i t 1 ,,�+d I i 1 1 7 1 Y''m1"^'t"'°f°" `° <br /> B I B'm`to,-.i; B t „r,m. _ I 1: I 9 t R i <br /> t I 4 i I 1 t ! _ B 1 4 B a i R i <br /> 1 ! R1 1 I t - 1 J I 1 ! t ! t <br /> I C 1, i 0 1 t i t 1 I I 1 i t <br /> 1 i 1 t ! t1 1 _-) B 't i 11 <br /> I <br /> 7 -1""r S"'i-'^ "^«`ter"'`t^^.`1 - ....'t-_. r•T...-..r 1-1`_ re- ."#;"i ^r., `mot'r i'i"`r 1 <br /> "',- "r,-.,«,.. 1 1 #".I, t i 1 1 1 , 1 B <br /> t ' t l t t t I ! <br /> t 111411 t -1 <br /> 1 11t1B i t <br /> t 1 1 1 1 R 1 i <br /> t 41114 1 i <br /> 8 — .� _ + 1 L i� i—iI_I „,1„.o-.— >._ 1 1 1 1 <br /> 111 1 <br /> 4 11111 1 <br /> 1 1 4 1 1 1 1 1 <br /> '.' 1 4 1 t 4 1 4 4 <br /> I B 1 11111 1 <br /> g _1..L-J-L.4 I-..-t .-- L.- ..J -1 1-1-LJ..i.-... ...1.1.1-7-1-I.4-1-1-14. .-..1-1-1-B-iJ-1.._.. <br /> - 1 t 1 -t i 1 1 1 1 1 1 I - <br /> 11 I 1 t B11111 <br /> i' t ! t 1 1 1 1 4 1 <br /> r I 4 1 1 111141 <br /> 1 t 't 1 1 t 1:'.t 1 1 1 t - I <br /> t t 9 B 1l11111 <br /> 10 1 t i 4 i 9 1P h - ! i <br /> TOTAL DEPTH:7.382 ft <br /> I <br /> M 1 sensitive line grained $4 silty day to day fine grained 7 silty sand to sandy slit 10 gravelly sand to sand 11 very stiff• <br /> 2 organic material 115 clayey silt to silty day 8 sand to silty sand ('1 <br /> 3 day 6 sandy sift to clayey silt 9 sand 12 sand to clayey sand(") <br /> "SBT/SPT CORRELATION:UBC-1983 <br />