Laserfiche WebLink
II <br /> -Soil behavior type an based on data from UBC-4983 <br /> VB1 In-SitAesting <br /> Operator: TIM d'ARCY CPT Date/Time: 11-13-01 12:49 <br /> Sounding: GIIW399 Location: CPT-2 <br /> Cone Used: H0752TC U2 Job Number: 01-2085-04 <br /> Friction Ratio Local Friction Tip Resistance Soil Behavior Type. SPT N* <br /> Fs/Qt Fs(Ton/ft'2) Qt(Ton/ft,12) Zone:UBC-1983 60%Hammer <br /> 0.0 10.0 0.0 12.0 0.0 500.0 0.0 12.0 0.0 300.0 <br /> 0.00 <br /> 10.00 <br /> A .1 <br /> + . <br /> 20.00 4 <br /> 30.00 ........................................... <br /> 0 <br /> Depth <br /> ............. .................... --------­­- <br /> 40.00 .............. <br /> -------------- <br /> j 1 1, <br /> . ........ ...... <br /> 50.00 <br /> iI <br /> ...................... ------------ <br /> L ,j <br /> v— <br /> MOO <br /> Maximum Depth=58.23 feet Depth Increment=0.16 feet <br /> L <br /> I sensitive fine grained M4 silty clay to clay 07 silty sand to sandy silt ;10 gravelly sand to sand <br /> M2 organic material 0 5 clayey sift to silty clay 8 sand to silty sand 'Ll 11 very stiff fine grained <br /> E3 clay 0 6 sandy sift to clayey silt 9 sand E 12 sand to clayey sand <br />