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This software is licensed to: Carl Kim <br />CPT name: CFT-5 <br />CPT basic interpretation plots <br />Cone resisf88*fALKSER Friction R#I#b AUGER Pore pres,3 AlIGFR SBT Plot Soil Behaviour Type <br />8- <br />10- <br />12- <br />14- <br />16- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />18- l <br />22- L <br />24- <br />26- <br />28- <br />30-1 ' <br />32-32- <br />34-34- <br />36-36- <br />2 38-2 38- <br />I: 40-2 40- <br />E-4 42 <br />44- <br />46-46 <br />48-48- <br />50-50 <br />52-52- <br />54-54- <br />56-56- <br />58-58- <br />60-60- <br />62-62- <br />64-64- <br />66-66- <br />68-68- <br />70-70- <br />72-72- <br />74-74- <br />0 50 100 150 200 0 2 4 6 8 10 <br />8 A. <br />2- <br />10 4- <br />12 6 <br />14 8 <br />16 10 <br />18 <br />20 <br />16 <br />22 <br />18 <br />24 <br />26 <br />28 <br />30 <br />Insitu <br />32 <br />34 <br />36 <br />2 34-2 38 <br />5 36- <br />£ 40 * 38- <br />44 6 40- <br />46 i <br />46- <br />48- <br />50- <br />54 1 52 <br />56 54 <br />58 <br />60 58 <br />62 <br />62 <br />64 <br />64 <br />66 <br />68 <br />70 70 <br />72 72- <br />74-///////// <br />20 40 60 80 2 3 4 0 2 4 <br />34- <br />36- <br />38- <br />40- 1 <br />42- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />Depth (ft) <br />72- <br />74- <br />0 <br />qt (tsf)Rf (%) <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.) <br />Fines correction method:NCEER (1998)Average results interval: <br />Points to test:Based on Ic value Ic cut-off value: <br />Earthquake magnitude Mw 6.70 Unit weight calculation: <br />Peak ground acceleration:0.38 Use fill: <br />Depth to water table (insitu): 30.00 ft Fill height: <br />---HAND AUGEV <br />1 SNI&*d <br />Sllysald&51,*silt <br />aay&siliyda¥ <br />Cim&sillyday <br />I Gay&sillyday <br />Clew&sillyday <br />Clay&sillyday <br />31§,sard&sal*silt <br />aay&siltyda <br />914serd&sal*silt <br />31tysend&ser*silt <br />aa¥&si14,di <br />Gay&sillyday <br />aay&siltyday <br />Slt/sald&sendysilt <br />91§/sald &01*silt <br />31§,sErd&sa*silt <br />SGrd&siltysarf <br />Sl»En:1& sal*silt <br />Sllysend & ser*silt <br />aay&silyday <br />Clay&sit,day <br />aay <br />aew&*day <br />Gay&siliydaw <br />Clay&siltyday <br />aay <br />Clay&sil¥day <br />aw <br />Clay&,14,dew <br />aa¥&siltyday <br />&rd & siltysEnd <br />1 1 1 19'VE.";M'04 1 1 <br />6 8 10 12 14 16 18 <br />u (psi)Ic(SBT)SEIT (Robertson et al. 1986) <br />15.00 ft Fill weight:100.00 lb/ft-3 <br />3 Transition detect. applied:Yes SBTIegend <br />2.60 Ko applied: No 1. Sensitive fine grained 4. Clayey silt to silty 7. Gravely sand to sand <br />Based on SBT Clay like behavior applied:Sands only 2. Organic material ¤5. Silty sand to sandy silt 8. Very stiff sand toYesLimit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay 6. Clean sand to silty sand Il 9. Very stiff fine grained <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011,1:24:23 PM 34 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood__cpt.clq