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CPT-01 C <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 12:35:54 PM COMMENT:26 ft SW of Stake <br /> Tip COR Sleeve Stress F.Ratio Pore Pressure SBT FR SPT <br /> (tsf) (tsf) (%) (psi) (RC 1983) (blows/ft) <br /> 0 7004 00 4 -4 40 12 0 BO <br /> ° i FI I 1 I I ill III II 111 III III <br /> I 4 1 it t 1 t 1 1 1 <br /> 1 I t I 1 1 4 1` i <br /> i i II. i411 1 -1 <br /> I 1 1 1 1 14. 1 t <br /> I 1 i <br /> 14. 1 I I I 1111 L.1 <br /> I 1 1 1 1 1 ! l 1 F� <br /> I i - _l 1 I.1 1 <br /> 1 I 1.1 1 1. ! I; <br /> 1 1 t Il l 4 li <br /> 1' i i 1111 I1 <br /> 1 1 1 1111' <br /> 1 1 1 1 t4 <br /> . 1 1111 Is <br /> I 1111 r <br /> 1 I I I <br /> i 1111 <br /> 1 I 1 1111 �:. <br /> 1 1 1111 <br /> 1111 t <br /> Ella <br /> 1 I' III , <br /> I' ! I I I I <br /> i i'I i I <br /> ifiI <br /> 4 T —1 r — 1 1 — —l—rT -rl—r" "Trr11-1-41J7 7— —Y—rT—_r,___ <br /> ! I l l <br /> i. i_..i.I 1 <br /> I 11 1 1 <br /> i fI 1 1 <br /> i I1 = <br /> Depth i 1 1 i f <br /> 1 J �..1. i t t 4 1 <br /> (ft) 5 J i "� _1 I ! 1 l <br /> 1 1 14 , <br /> 1 I I.I i ! <br /> i WI <br /> ,—i—_.' I I 1 .__.-__.I____i <br /> 6 --i'—I--1—I—-I-- --1—-----4--- --f-- <br /> _ I I�- I- 1 I 1111 I 1 r"�f' <br /> — 1 ! i .l 1 I 1111 I t 1`al <br /> It 1 1 1 1 (1 1 1 1 1 <br /> i I 1 I c 1111,- <br /> --1'----1 ,-I I lit I 1 4 v 1 <br /> 1 ( 1 1 1 1 <br /> 1111 <br /> 1 4 1 1 <br /> 1111 <br /> I III <br /> 1111 <br /> 1111 <br /> 8 — - -------.1--- — - "- - 1 1 I I 1 1 - <br /> I I 1 I <br /> 1 t i I <br /> 1 I <br /> 1 I 1 1 i <br /> 1111 I <br /> 1 1 1 1 1 <br /> 1111I I <br /> 1111 <br /> i 1 1 <br /> 1111 <br /> 1 1 I 1 <br /> I i I 1 <br /> I i I I <br /> 10 -- <br /> TOTAL DEPTH:6.890 ft <br /> 111 sensitive fine grained 114 silty clay to day 7 silty sand to sandy silt 10 gravelly sand to sand <br /> 2 organic material 11 5 clayey silt to silty day 8 sand to silty sand 11 very stiff fine grained(*) <br /> B.3 clay 6 sandy silt to clayey silt 9 sand A 12 sand to clayey sand(*) <br /> *SBT/SPT CORRELATION:UBC-1983 <br />