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-Soil berl"Or type 3nC SN 1 uasea an aata tram uFst.-1 fiefs - <br /> Precision Sampling <br /> ' Operator C TATUM CPT DatefTlme 02-19-0110 49 <br /> Sounding geo003 Location 102 Wilson Way <br /> ' Cone Used 465 Job Number- cpt-01 <br /> 4 • i <br /> ' Trp Resistance Local Friction Pore Pressure Friction Ratio Sal Behavior Type* <br /> Qt(TonW2) Fs(TonW2) Pw(psi) FsIQc(%) Zone.UBC-1963 <br /> 00 6000 00 160 -150 200 00 100 00 120 <br /> 000 <br /> I I i <br /> , <br /> 20 W1 <br /> 1111111 I <br /> --1_____L____L____L____1_-- <br /> � I 1 <br /> I <br /> 4000 <br /> 60/�/� I <br /> 1 I I 1 1 ~I e 4 <br /> 1 1 <br /> I ✓, <br /> � 1 1 1 r---------- <br /> 7 <br /> 7r 74 <br /> DMth - <br /> 8000 <br /> (ft) <br /> 91-W <br /> I � i <br /> I I I I I I L I I I l r I I l r l I <br /> 100W _ I I r I I n <br /> ____L____L____L____a___ <br /> 1 <br /> 1 I I <br /> 12000 - --- - -• -- L- - - ,-• u._ ' <br /> I I I r l l I l l l r I <br /> , <br /> 14000 r - %- -;- -,-' i39 Kr r <br /> i I I <br /> I I I I I I 1 1 V 1 1 1 1 1 1 1 1 I I I I I I I I I I I <br /> 160001 <br /> • Maxtrrnun Depth=144 36 feet Depth Increment=016 feet <br /> 1 sensrbve fine grained ❑4 silty clay to clay ®7 silty sand to sandy sift 10 gravelly sand to sand <br /> ' ❑2 organic material ❑5 clayey slit to silty clay 8 sand to silty sand n 11 very sttff fine grained(') <br /> ❑3 clay ®6 sandy silt to clayey sift 9 sand 12 sand to clayey sand(') <br />