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This software is licensed to: Carl Kim CPT name: CPT-3 <br />CPT basic interpretation plots <br />Cone resislOE¥AUGER Friction RRAMb AUGER Pore pres,0&% AUGER SBT Plot Soil Behaviour Type <br />8- <br />10- <br />12- <br />14- <br />16- <br />28- CCEZZ <br />2- <br />qt (tsf) <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 />8- <br />10- <br />12- <br />14- <br />16-47 8- <br />10- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />2 <br />4 <br />6 <br />8- <br />10- <br />12- <br />14- <br />16- <br />30- <br />32- <br />36- <br />238- <br />= 40- <br />0-42-0-42- <br />44-44- <br />46-46- <br />48-48- <br />50-50- <br />52- <br />54- f 54- <br />56- <br />58- 3 58- <br />60- <60- <br />62- f 62- <br />64- <br />66- <br />68- 68- <br />70-70- <br />72-72- <br />74-74- <br />0 50 100 150 <br />1 allysand&sM¢%PAUSE 2 <br />Sa·d &stltysend <br />Silt,sard&ser*sit <br />aay&slltyday <br />aay <br />aay& sillyday <br />aay <br />A. Gay <br />Sltysad & sa·*silt <br />Clay&§14,day <br />aa¥&sillyday <br />Send &slltysEni <br />aay <br />aay&gltyday <br />aay&,Ityday <br />Day&siltyday <br />Sltyserd&s=*sat <br />Clay&§14,day <br />Sltygld &ser*sllt <br />Sltysall &sa·dysilt <br />Serd &s,Itysend <br />Sard &sillyserd <br />Clay&stltyday <br />311/sad &sendysllt <br />Clay&siltyday <br />Sluserd & sal*silt <br />1,111111111,11 <br />0102030405060708090 2 6 8 10 12 14 16 18 <br />u (psi) ) SE (Robertson et al. 1986) <br />15.00 ft Fill weight:100.00 lb/ft]SBT legend3 Transition detect. applied:Yes <br />2.60 No 1. Sensitive fine grained El 4. Clayey silt to silty []7. Gravely sand to sand1% applied: <br />Based on SBT Clay like behavior applied:Sands only 2. Organic material ¤5. Silty sand to sandy silt E 8. Very stiff sand toYesLimit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay [3 6. Clean sand to silty sand El 9. Very stiff fine grained <br />12- l 12- <br />14- 14- <br />16- 16- <br />18-18- <br />20-20- <br />22-22- <br />24-24- <br />26-26- <br />28-28- <br />in- <br />20- <br />22- <br />24- <br />26- <br />30- <br />32- <br />34- <br />36- <br />238- <br />r 40- <br />JU-: <br />32-1 32- <br />34-1 34- <br />36- <br />2 38-1 238- <br />1 <br />24- <br />28- <br />r 40- <br />0-42- <br />8 8 <br />44- <br />46- <br />48- fi 48- <br />50- 1 1 50- <br />52- <br />54- 1 54- <br />t <br />56- cl 56- <br />f P * 40- <br />42- <br />44- <br />f <br />1 <br />2 4 6 8 10 <br />Rf (%) <br />4 <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- <br />71''ii, <br />2 <br />Ic(SET <br />34- <br />36- <br />50- <br />52- <br />54- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />0 2 <br />a <br />k <br />.ful <br />4 <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:20 PM 18 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rved 2019.01.21