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"sal bchavlor typ T based on data From Zone40 0 <br /> UEiC 1983 <br /> VBI In-Situ Testing <br /> operator VIRGIL A BAKER <br /> Sounding 00W08$ CPT Date/Time 06.22-00 11 58 <br /> Cone Used MO 684 TC-U2 Location CPT-1 <br /> Job Number 12118 <br /> Friction Ratio Local Friction <br /> Tip Resistance <br /> Fs/QC(%) Fs(Ton/ft"2) Pore Pressure Diff PP Ratio <br /> 0 0 Qc(ToNft"2) Soi!Behavior Type- <br /> 000 <br /> 10 0 00 120 Oil) PW(Psi) (PW-Ph)IQc(%) Zone Zone UBC-1983 <br /> TT ,___ - 5000 -100200 -100 sD <br /> 00 <br /> 120 <br /> 1000 711 <br /> f <br /> 2000 rL i I 5rr i i f I 1 i I I !I I I <br /> I ! # <br /> 3000 <br /> Depth 4000 <br /> 5000 <br /> 60 DD <br /> i~" I Illkff <br /> 7000 <br /> i <br /> i�y�l ' ` ti__1--_-i�_E_.�;_•-� I � I i i ' ( F I r I ! � � I r I I <br /> 80 00 <br /> ' rr � — `� <br /> it I I i 1 <br /> � � � � � j # � � I i `�il � l �l�l�•I� <br /> 1 - <br /> Maximum Depth=78 90 feet <br /> 1 sensitive Fine grained Depth increment=0 16 feet <br /> 2 organic material clay <br /> silty clay to clay <br /> W 3 clay 5 clayey silt to silty clay 7 silty sand to sandy silt <br /> y 8 sand to silly sand AO gravelly sand to sand <br /> 6 sandy silt if)clayey sill tl 11 <br /> 9 sand very stiff tine grained(•) <br /> ■12 sand to clayey sand(•) <br />