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"Soil behavior type ah 'T basad on data from LIBC-I M <br /> VBI In-SifiSfesting 9 <br /> Operator: TIM d'ARCY CPT Date/Time: 02-02-01 13:45 <br /> Sounding: 01W043 Location: CPT-2 <br /> Cone Used: HO752TCU2 Job Number: BOYETT PETROLUEM <br /> Friction Ratio Local Friction Tip Resistance Soil Behavior Type" SPT N` <br /> I <br /> FsIQc Fs(Tonlft^2) Ot(Tonlft"2) Zone:UBC-1983 60%Hammer <br /> 0.0 12.0 0.0 14.0 0.0 700.0 0.0 12.0 0.0 250. <br /> 0.00 <br /> I i j i <br /> r ' , <br /> , j r I I i l SKM• � i I '. <br /> 10.00 + _ ._._.:.....i <br /> i <br /> i <br /> i <br /> r <br /> : I i <br /> E i I 1 3 I 11 <br /> I ' <br /> ! .y <br /> 1 ' <br /> 30.00 r I <br /> I 1 <br />' 40.00 <br /> Depth <br /> (p) 50.00 iiliI, <br /> .. <br /> IIiij�lIji_Iii!Ijl,I� <br /> _ <br /> rIt€I <br /> ! I <br /> E i <br /> i <br /> S <br /> ' 1 i i i ' r <br /> f I ' <br /> r <br /> r , <br /> I ! i e <br /> i i 1 I Ii i I ! { i I i <br /> 70.00 _ ..._...}_...._. : ... .. - . .. <br /> 'wh+im E <br /> 80.00 , I <br /> Maximum Depth=76.44 feet Depth Increment=0.16 feel <br /> 1 sensitive fine grained E4 silty clay to clay ■7 silty sand to sandy sift 10 gravelly sand to sand <br /> ■2 organic material 0 5 clayey silt to silty clay 8 sand to silty sand t:�111 very stiff fine grained(') <br /> 03 clay 0 6 sandy sift to clayey silt 9 sand 0 12 sand to clayey sand(`) <br />