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This software is licensed to: Carl Kim CPT name: CFT-5 <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- ' i 2- <br />4-1 HAND AUGER 3-HAND AUGERHAND AUGE.1 -- <br />b- <br />8-8- <br />10-10- <br />12-12- <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 />30-30- <br />IL .L <br />234- <br />5 36- b'b 36- <br />£ 38- 2>.C <br />E. 38- <br />42-- -'3, <br />44- <br />46- <br />T-1r-- lili <br />0246 <br />Fr (%) <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (elthq.) <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-EL:14 <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />34- <br />36- <br />38- <br />40- <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />11'Ir <br />1 2 3 4 <br />Depth (ft) <br />2- <br />4- <br />6- <br />HANDAUGE 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 />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />0 50 100 150 200 <br />Qtn <br />8- <br />10- <br />Sand &slityser[112- <br />14- <br />16-314'send &sar*sllt <br />18---4.13 Gay&,Ityday <br />20-aa,&slityday22-Gay <br />aay&slltyday24- 04 1 aay&slityday <br />Day&siltyday <br />aay&slltyday <br />30--"--""*22 aay <br />- aay <br />32-SErd &gltyserl <br />34- <*37....aay&s,Ityday <br />36- -0 36-Clay,&silgday <br />. <br />38- i S. 38.-=Siltysand &01*sit <br />al; 40- " =Siltysad &saridysllt <br />aay <br />42- <br />Send&slltysard <br />Sltysard & saldyglt <br />Sitysend & sendys,lt <br />al..Siltysand & gldyglt <br />Clay&slihyday <br />aay <br />Clay&slltyday <br />Sltysarl &sendysllt <br />74-SaIl &s,Itysand <br />1 1 1 11 1, 1,1, 11 1 11,111,1, 1 1111111 <br />8 10 -0.2 0 0,2 0.4 0.6 0.8 1 0 2 4 6 8 10 12 14 16 18 <br />Bq Ic (Robertson 1990)SBTn (Robertson 1990) <br />15.00 ft Fill weight:100.00 lb/ft 3 <br />SBTn legend3 Transition detect. applied:Yes <br />2.60 Ku applied: No 1. Sensitive fine grained E 4. Clayey silt to silty []7. Gravely sand to sand <br />Based on SBT Clay like behavior applied:Sands only 2. Organic material Il 5. Slity sand to sandy silt E] 8. Very stiff sand to <br />Yes Limit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay 03 6. Clean sand to silty sand El 9. Very stiff fine grained <br />£ 40- <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />44- <br />46- <br />48- <br />52 <br />54 <br />70- <br />72- <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011,1:24:23 PM 35 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21