200 W MARINE VIEW DR ON TRAC LOGISTICS Geotech Report 2025-08-12

CPT 03 31E,., CPT CONTRACTOR:In Situ Engineering OPERATOR:Okbay CUSTOMER:Terra Asso CONE ID:DDG1263 LOCATION:Everett PREDRILL:N/A JOB NUMBER:T-8221 BACKFILL:Bentonite Chips TEST DATE:9/9/2019 9:59:55 AM SURFACE PATCH:N/A Tip COR Sleeve Stress F.Ratio Pore Pressure SBT FR SPT (tsf) (tsf) (%) (psi) (RC 1983) (blows/ft) 0 450 4 0 0 6 -20 120 0 12 0 60 0H—I. I ( Itil — I ( [ I i ± I i I t 1, i f 1 1 S I 1 1 1 _ — I f,*1 1 1 R`1 1 I I 1 Clem 1 - I-4. I 1 1 1 I I �i1 t 1 1 11� II I i`=1 1 II i 14 till I J t .•I 1 . I I 1 1-.- -I—i_ i 1 t - -- =- - ! I i I i I a1_ -(.-ram -i__f—i:- - - _. --t--l- i -, i I t 1 - i l i NA+ si - L- I I i_ i_ i t 1_1 _J 10 1. 1 - till I = I I i - 1 =1 1 i _ '' i 1—,:._ II'-f '1 - 1 i 1 I I i r 1 l 1 1 1 1 _ t I 4 61 1 :I I 1 4 I i (I I 1 t 1 6i.,l 1 I tfI I I 20 -/-t-1-ri-I--1.- -I --- I F.-I-_I`-I--1- L i--1-I- -•, rt-,t9,171-1�4 4 F+-1-r1-I- H k I 1 11 t I t ��111 t 1 I k 1 t:111-4.. t L I 1 ,I ; J I I t 1 4 1#,.= 1 I_ t 1+ 11 1 1 I 1A. } --i-'1t I I �1 1 '"(`-1 S 1 f I i I }*I$_ j _ t T_'. k 30 -t r I ---__ -- 1� 7 i -i" 1 F -.1_- ` _r_' , -r 1`-w ! 1 1 I I1�_ 4--L - I I_L-1 t -i t -I I I I t ii t 1 r I I MIA ' , -I 't�j I I -t5 :_ ; 1 1 I R 1 1 �{ i I - 1 I 1 1 =G 1 1 1 1 1 1 I I t 1 1 (r 1 1 t 1 ! I I 1 i,-t 40 7.4 P LSJ--F -1---I —F-1=-'-J-4-- -4- J-I--— 1- -hl- .4444 _L'ggd-4-. _--I_ 1 `I. 1 1 1 1-111 I 11 1 1 = f 4 t1 I 1 I L I 1 ` l 1 t 1 I if I-I1 I t `., I Depth 1: _ I ..1 t - 3I 1 1.1 I _ I 11 (ft) t ;:t i {_ 1 1 1.1 1 1 I �1=i ) -:..� I i' 1 l-t I r I I _ �i- �_t- I i t-1 - /et, I 50 t . '1 t1111141 I - �s. -- -r -'�-- €1 - fes,-1E1_�-71I 1-_= - t 1 =-I--1-1= -14 t-t i 1 1 I I ci I 1 - I- 1 I ' I 1 i l t 1 Ir t I 1 t� ZI I 1 1 1 1 1 1 1 1 if 4 I I w I, 1 '-? 1 I 1 I c -4; t I lime 1 I I 1 1 t I 1 i i i 1 1 1 1 I I p� 1 1-4 i _' --T I - 1♦E I I- 1 W _4 y/_L 1 J_.-L- _1-__-.- _ d 1_..-J-1 -I--I-L-I-_ i='�`--1 rJ J-11 -Iq 1 _ .� I i i i I I I ti 1.� I 1 :,1._1 1 le lam' 1 e1,`= , - t 1 I I 1 -- I.-6-1' �1 1 - I I 1 I 1 1 _ = 1 1 I 1 70 1Z1 -1-T-1--r '--t-r----1--' —r-i---1--- T-r1-rI_ --1-I-17 t I -Ir7--1-1--- 1I i' I I f I 1 I I ( 6 I t .y 1 I I 1 • i'; 1 t 'P t j- I l I' 1 1 1. is 1 sue` . 1=�—! _ t I I I '774 80 .2t__L1J__L_ —_L---Jam`_--. __{; InJ-J-- _CS-,-A- t_- I-IJJ1 I .`--LJ___ t i i t l l l I I 1 - 1 1 I 1 1 1 1 I. 1 melee 1 I I 1 - I 1 I I 1 1 1 1 1 1 1 11 1 I t 1 t 1 1 1 1 1 1 I I I I i 1 1 1 1 1 1 1 1 I I I 1 k 1 1 1 1 1 1 1 1 1 I ! 1 90 TOTAL DEPTH:80.381 ft It 1 sensitive fine grained ®4 silty clay to clay 7 silty sand to sandy silt 10 gravelly sand to sand 2 organic material al clayey silt to silty clay 8 sand to silty sand 11 very stiff fine grained(*) _3 day `6 sandy silt to clayey silt 9 sand M 12 sand to clayey sand(I) 'SBT/SPT CORRELATION:UBC-1983