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This software is licensed to: Carl Kim CPT name: CPT-2 <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 />4-4-4- <br />HAND AUGER HAND AUGER HANDAUGER <br />b- <br />8- <br />10- <br />12- <br />14- <br />0 <br />8- <br />10- <br />12- <br />14- <br />2- <br />4- <br />6- <br />8- <br />10- <br />12- <br />HAND AUGER <br />Sand&slityserld <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />234- <br />t 36- <br />-C <br />E. 38- <br /> 40- <br />42 <br />44 <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 M.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 />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- f 68- <br />70- <br />72-72- <br />74-74- <br />0 50 100 150 200 <br />Qtn <br />SitySE,13&Sardys,lt14- <br />20-*t 16--Send &sultysall <br />22-t:S:b 18-!-.11,10 aay&siltyday <br />24-....#l/20- <br />aw <br />26-22 - <br />aay&gltyday <br />30- <br />914/sard &saldys,lt <br />- SErd &s,Itysad <br />32-aN <br />34- - Cayhltyday <br />36- <br />;8 <br />C 38-€ as, <br />£ 40- c <br />E Clay&stltyday <br />8 Sltysend & ser·Idysit46/ <br />44- .-*Clay&slityday <br />41-aay&slityday <br />SErd &stltysald <br />48-aay&sillyday-64 r <br />50- *:::· -Smld &siltysenl <br />Clay&slityday52- <br />54-4.- <br />56- :/:/ <br />58-aay <br />60- <br />62- <br />64-aay&,Ityday <br />914send & serldyglt <br />66- <br />68- t Gay <br />70-aay&slltyday <br />72-Clay&sll¥d* <br />74-Sltysard &sa·Idysilt <br />11,I,111,11 I111I 1 <br />1 2 3 4 4 6 8 10 12 14 16 18 <br />Ic (Robertson 1990)SBTn (Robertson 1990) <br />15.00 ft Fill weight:100.00 lb/ft)SBTn legend3 Transition detect. applied:Yes <br />2.60 1% 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 to <br />Yes Limit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silly clay C] 6. Clean sand to stlty sand 01 9. Very stiff fine grained <br />8- <br />10- <br />12- <br />14- <br />16- <br />10- <br />f <br />16- <br />18- <br />20-20- <br />22-22- <br />24- <br />26- <br />28- <br />30-30- <br />32-32- <br />234- <br />b 36- <br />38 <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <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 />-0.2 0 0.2 0.4 0.6 0.8 1 <br />Bq <br />29 <br />26- <br />28 <br />30- <br />32 <br />34- <br />36 <br />38 <br />40- <br />42-. <br />44- <br />46- <br />2 4 6 8 10 <br />Fr (%) <br />48- <br />62 <br />64- <br />70- <br />/2- <br />74-. <br />0 2 <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:19 PM 11 <br />Pro]ect file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq <br />SL Rvcd 2019.01.21