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Tip Resistance <br />at CronA-2) <br />0.0 <br />0.00 <br />on Sampling <br />Prsi <br />CPT Date(Tim•-31-00 14:06 <br />Operat# TATUM <br />W. Chart Way, Stockton /Station # &2033 <br />Sounding: SECO02 Location: 506 <br />Cane Used: 617 Jab Number: CPT-0y.Q—t <br />Local Friction Pore Pressure Friction Ratio `7i <br />Soil Behavior Type* <br />Fs (Tanlit^2) <br />Pw (psi) Fs/QC (%) Zone: UBC -1983 <br />10.0 0.0 12.0 <br />450.0 0.0 14.0 -20.0 6TO.0 o:�T NEEFTM71 <br />60.00 <br />70.00 <br />80.00 <br />90.00 <br />100.00 <br />I <br />1 sensitive fine grained <br />N 2 organic material <br />03 clay <br />Maximum Depth = 94.16 feet <br />0 4 silty clay to clay <br />N 5 clayey sill to silty clay <br />M 6 sandy sift to clayey sift <br />ERE <br />z�.la <br />Depth Increment = 0.16 feet <br />7 silty sand to sandy silt CIO gravelly sand to sand <br />6 sand to silty sand 11 very stiff fine grained (�) <br />9 sand 12 sand to clayey sand (') <br />