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This software is licensed to: Carl Kim <br />CPT name: CPT-3 <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- 2- <br />4- <br />6- <br />8- <br />4- 4 <br />HAND AUGER HAND AUGER <br />10- 10- <br />12- 2 12- <br />14- /14- <br />16- <br />0 00 <br />8- <br />10- <br />HAND AUGE R <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />1- <br />30- <br />32- <br />34- <br />36- <br />2 38-r <br />40- <br />8 42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />HAND AUGER <br />10- <br />12- <br />14- <br />16- <br />Serd &siltysend <br />18- <br />20- <br />18- <br />20-20- <br />22-22- <br />24-24- <br />26-26- <br />28- <br />2 <br />4 <br />6 <br />8- <br />10- <br />12- <br />14- <br />16- <br />18 <br />20- <br />22 <br />24- <br />26- <br />Sltysend & serdystlt <br />22-ZU <br />4-/5.-aw <br />28-24- <br />26- <br />28- <br />30-30-30- <br />32-32-32- <br />2 34-34- _34- <br />:536-36- <br />E. 38-38- <br /> 40-40- <br />42- <br />44- <br />46- <br />48- <br />50- <br />28- <br />83 40- <br />42- <br />44- <br />46- <br />48- <br />50- <br />2 34- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />914sard &serldysllt <br />aay <br />Clay&slltyday <br />Sid &slltys/ld <br />aa,&slltyday <br />Serd &sl|tysald <br />aay <br />Clay&sil¥day <br />Clay&,14,day <br />Sltysald & satlysilt <br />Si&siltysi <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />1 .li <br />aay <br />54-56- <br />56-58- . c |Clay,&slityday <br />58-58- <br />60-60- <br />62- D 62- <br />64-64- <br />66-66- <br />68-68- <br />70-70- <br />72-72- <br />74 <br />0 2 4 6 8 10 <br />Fr (%) <br />aay <br />70- <br />72- <br />74- <br />11 <br />0 50 100 150 200 <br />Qtn <br />48- <br />58 <br />66 <br />70 <br />72- <br />74- *42»*44 <br />0 2 <br />aay&sillyday- 1 03 11,111,1 <br />0.2 0 0.2 0.4 0.6 0.8 1 1 2 3 4 5681012141618 <br />Bq Ic (Robertson 1990)SErn (Robertson 1990) <br />Input parameters and analysis data <br />Analysis method:NCEER <br />Fines correction method:NCEER <br />Points to test:Based ( <br />Earthquake magnitude M.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 />jn 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 />Ka applied: No <br />Clay like behavior applied:Sands only <br />Umit depth applied:Yes <br />Limit depth:50.00 ft <br />SBTn legend <br /> 1. Sensitive fine grained <br /> 2. Organic material <br /> 3. Clay to silty clay <br />E] 4. Clayey sit to silty ¤7. Gravely sand to sand <br />/ 5. Silty sand to sandy silt El 8. Very stiff sand to <br />[] 6. Clean sand to silty sand ¤ 9. Very stiff fine grained <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:20 PM 19 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21