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This software is licensed to: Carl Kim CPT name: CPT-6 <br />CPT basic interpretation plots <br />Cone resisl85¥AUGER Friction R.Alib AUGER Pore presAk'&%AlJGER <br />SBT Plot Soil Behaviour Type <br />8-8- <br />10-10- <br />12- *>12- <br />14-14- <br />16 <br />18 <br />20- <br />22-f 22 <br />24- 24 <br />26-1 26- <br />28- <br />30- <br />HANDAUGER <br />Serd &siltysend <br />26 31§,sald & saldysilt <br />aev <br />32- <br />34-L 34- <br />36- <br />2 38- <238- <br />.c 40- <br />0 42- <br />44-44- <br />52- 52- <br />54- 1,54- <br />56- <br />58- <br />60- <br />62- <br />72- <br />74- <br />0 100 <br />10- <br />121 <br />14- 1 141 <br />16- 16- <br />18-18- <br />20-20- <br />22-22- <br />24-24- <br />26-26- <br />28-28- <br />30- <br />32- <br />34-9 34- <br />36- <br />38- 8 iF 38- <br />c 40- <br />c 42- <br />8 <br />44- <br />46- t)46- <br />48- <br />50- <br />Depth (ft) <br />Clay&slliyday <br />Clay&sllyday <br />90 .U <br />48-48- <br />50-50- <br />aa,/ <br />Clay&dlyday <br />1%- <br />(lay&slltyday <br />S lt,gld & saldys,lt <br />kid &s'Ityst <br />Sltys2nj & Serdysilt <br />52- <br />54- <br />56- <br />CO- <br />52- <br />54- <br />56- <br />58- <br />t 60- <br />t <br />62- <br />Sed&siltygld <br />Sltygd & sardysiIt <br />aay <br />aa¥&slltyda¥ <br />JO <br />60- <br />62- <br />64- <br />66- <br />68-1 <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />lilli <br />2 4 6 8 10 <br />Rf (%) <br />70-4 <br />t 72- <br />74- <br />0 20 40 60 80 <br />u (psi) <br />1-wmt 2- <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 />32- <br />b 36- <br />4¢ <br />i 40- <br />42- <br />44- <br />'Mi 46 <br />48- <br />50-7 B r <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />Ak <br />70- <br />72- <br />3 4 <br />aay <br />aay&sillyday <br />64-Serd &slltysall <br />66- aay <br />68- -. Clay <br />70-aay <br />72-Sard&s,Itysa·d <br />74-9rri <br />1 1 .1 1-1--1 Ill-r 11,1,11 1 1111111 <br />200 300 C [ 2 4681012141618 <br />qt (tsf)Ic(SET)SBT (Robertson et al. 1986) <br />Input parameters and analysis data <br />Analysis method:NCE <br />Fines correction method:NCE <br />Points to test:Bag <br />Earthquake magnitude Mw 6.7( <br />Peak ground acceleration:0.35 <br />Depth to water table (insitu): 30.( <br />ER (1998)Depth to water table (erthq.): 15.00 ft <br />ER (1998)Average results interval: 3 <br />f on Ic value Ic cut-off value:2.60 <br />) Unit weight calculation:Based on SBT <br />1 Use fill:Yes <br />)0 ft Fill height:3.00 ft <br />Fill weight:100.00 lb/ft] <br />Transition detect. applied:Yes <br />Ko applied: No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />SBT legend <br /> 1. Sensitive fine grained <br /> 2. Organic material <br /> 3. Clay to silty clay <br />[] 4. Clayey sit to silty ¤7. Gravely sand to sand <br />Il 5. Sllty sand to sandy sllt [] 8. Very stiff sand to <br />El 6. Clean sand to silty sand ¤ 9. Very stif fine grained <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011,1:24:25 PM 42 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21