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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- All-6- I -----HAND AUGER 6- - _ HAND AUGER 6- HAND AUGER My=ht' <br />- HAND AUGER <br />8-8- <br />10-10- <br />12-12- <br />14-14- <br />16-16- <br />24- <br />26- > <br />28- <br />34- <br />8- <br />10- <br />12- <br />14- <br />16- <br />30- <br />32- <br />i, 34- <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 />w 36- <br />42- <br />44- <br />46- <br />48-48- <br />50-50- <br />52- <br />54- t 54- <br />56- <br />58- <br />60;60- <br />62-62- <br />64- <br />66- <br />68- <br />70- <br />72- L 72- <br />74- <br />0 50 100 150 200 <br />Qtn <br />Sald&siltysend <br />31¥013&serl*sit <br />aay <br />SltysEr[ &sandysilt <br />30- <br />aay32- <br />a.&siltyday.. 34-Serd&*SErd <br />ae <br />aay&sillyday <br />Send&siliysall <br />aay <br />Clay&sittyday <br />Cla,&,Ityda <br />Sitysencd &sarl*sit <br />Send&siltysErd <br />aay <br />aay&siltyday <br />aay <br />Clay&slityday, / ' lpd 4 Cilh'E,dI,1, <br />6 8 10 12 14 16 18 <br />Ic (Robertson 1990)SHTn (Robertson 1990) <br />15.00 ft Fill weight:100.00 lb/ft] <br />3 Transition detect. appl jed:Yes SBTn legend <br />2.60 Ko 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 mit 8. Very stiff sand toYesLimit depth applied:Yes <br />3.00 ft Limit depth:50.00 ft 3. Clay to silty clay 6. Clean sand to silty sand 0 9. Very stiff fine grained <br />18- <br />20-20- <br />22-22- <br />24-24- <br />26-26- <br />DQ- <br />v 36- <br />42- <br />44- <br />46- <br />48- <br />50- <br />8 2- <br />10 4- <br />12 <br />14 8- <br />16 10- <br />18 12- <br />14- <br />20 <br />16-: <br />22 <br />24 <br />26 <br />28 <br />30 <br />32 28- <br />34 30- <br />36 32 <br />* 38 € 2 34- <br />w 36--= 40 <br />E- 42 <br />g 40- <br />44 <br />42- <br />46 44- <br />48 46- <br />50 '.48- <br />72 <br />52 50- <br />54 52 <br />56 <br />58 <br />60 <br />6062 <br />64 <br />62 <br />66 <br />68 <br />66 <br />70 70-t <br />72 <br />74 74 <br />1 2 3 4 0 2 4 <br />52- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />1I,I <br />2 4 6 8 10 42 0 0.2 0.4 0.6 0.8 1 <br />Fr (%)Bq <br />L <br />CLiq v.1.5.1.16 - CPT Liquefadion 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