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This software is licensed to: Carl Kim CPT name: CPT-4 <br />CPT basic interpretation plots (normalized) <br />Norm. cone resistance Norm. friction ratio Nom. pore pressure ratio SBTn Plot Norm. Soil Behaviour Type <br />2- 2 <br />4- HAND AUGER 4 <br />2- <br />4- <br />HAND AUGER HAND AUGER <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28-28- <br />30-30- <br />32-32- <br />34-34- <br />20- <br />22- <br />24- <br />26- <br />I. <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />in- <br />26- <br />28- <br />30- <br />32- <br />34- <br />36- <br />2 38- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />8- <br />10- j 10- <br />12- 12- <br />14- <br />2- : <br />4-HAND AUGE k <br />6- et:m@*92:amy&slltyday <br />8- <br />10- <br />12-Serd &siltysend <br />14- <br />16-LU 8 .i18- 22-18- <br />16- <br />-lA- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />n 34- <br /> 40- <br />42- <br />44- <br />AC- <br />ZU <br />22 <br />24 <br />26 <br />28 <br />J -T <br />36- <br />38 <br />40 <br />42 <br />44- <br />46- <br />48- <br />Sltys,d & saldy Silt <br />aay&,Ityday <br />aay <br />aay <br />aay <br />aa„&sillyday <br />SltysEnd &sa·Idystlt <br />aay <br />Clay&sillylay <br />t 36-36-Sltysard &serlclysilt <br />£38-38- -' __12 E aay <br />n 0-42--m======-* 8 Ogancsalg 40- 40- 44--1 aay&siltyday42-42- <br />46-aay44-44- <br />46- <br />48-Sllyserld & g·ldysilt <br />so-.. i.*44 Sa·d & siltysar48-_._......7//Ill'll'll <br />50- -- -52-50-1,/.......Clal&sltyday <br />7- ./.--1-I Sd&siltysall <br />90 'U <br />48-48- <br />CA- <br />52- <br />54-54- <br />56-56- <br />58-58- <br />60-60- <br />62-62- <br />64-64- <br />66- <br />68-68- <br />70-70- <br />72-72- <br />74-74- <br />1, 1 1,1111 <br />00 150 200 0 2 4 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 <br />tn Fr (%)Bq <br />52- <br />54- <br />56- <br />58- <br />aay <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />0 50 1 <br />Q <br />52- <br />64 <br />Crger,c sal <br />Ogencsal <br />aay <br />SIt/sencl & sa*glt< -- a*&dgd™ <br />aay <br />Clay&914day <br />Clay&slltyday <br />1I111I1I 1111,11 I, <br />2 3 4 0 2 4 6 8 10 12 14 16 18 <br />Ic (Robertson 1990)SETn (Robertson 1990) <br />70- <br />72 <br />Input parameters and analysis data <br />Analysis method:NCEER <br />Fines correction method:NCEER <br />Points to test:Based ( <br />Earthquake magnitude &:6.70 <br />Peak ground acceleration:0.38 <br />Depth to water table (insitu): 30.00 f <br />(1998)Depth to water table (erthq.): 15.00 ft <br />(1998)Average results interval: 3 <br />in Ic value Ic cut-off value:2.60 <br />Unit weight calculation:Based on SBT <br />Use fill:Yes <br />t Fill height:3.00 ft <br />Fill weight:100.00 lb/ft] <br />Transition detect. applied:Yes <br />It applied:No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />SBTn legend <br /> 1. Sensitive fine grained ¤ 4. Clayey slit to glty ¤7. Gravely sand to sand <br /> 2. Organic material ¤5. Silty sand to sandy siIt El 8. Very stiff sand to <br /> 3. Clay to silty clay []6. Clean sand to silty sand ¤ 9. Very stiff fine grained <br />CLiq v.1.5.1.16 - CPT Liquefac'tion Assessment Software - Report created on: 11/2/2011, 1:24:22 PM 27 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21