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This software is licensed to: Carl Kim <br />CPT name: CPT-1 <br />CPT basic interpretation plots <br />Q,le resieAUGER Friction 1!Mb AU(SER Pore pre™6 AUGER SBT Plot Soil Behaviour Type <br />10-10-10- <br />15-15- <br />20-20- <br />25- 25-25- <br />30-30- <br />35-35- <br />40- <40-40- <br />45-45-45- <br />6 50- <br /> 55- <br />60- <br />65- <br />70- <br />75- <br />80- <br />85- <br />95- <br />100 <br />5- <br />10 <br />15 <br />20- <br />25 <br />30 <br />35 <br />40- <br />45- <br />50- .....4 <br />£ 50- <br />55 <br />60 <br />65-- <br />65 <br />70- <br />75- <br />80-,9-··1·- <br />80 <br />85- <br />90- <br />95-95- <br />pth (ft) <br />0 100 200 300 400 500 <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 />I' 974,#&#AN AUGER <br />arld&s,14/smd <br />Sitysall&sal*silt <br />aay&siltyday <br />aay <br />aay <br />Insltu 914=ld&Sen*Silt <br />Cl&siltyda¥ <br />Clay&siltyde <br />Sltysend &91*silt <br />aay&siliyday <br />aay <br />914,sal[1&ser*sit <br />aaM&slitvday <br />9 Itys,d & san*silt <br />Sltysard & sal* Silt <br />Serld&91¥sand <br />Clay&slityday <br />aay&slivday <br />aay <br />Slt,SEr[1&san*sit <br />aab,&sityday <br />Sllysmi&san*silt <br />SEnd&sitysind <br />Sltysard&=*silt <br />SitysEnd &sa·*sit <br />Sllysad&sen*silt <br />SErd <br />Clay&,Ityday <br />L-aay&914<la¥ <br />32,11&Silt,Sa-11 <br />Claly&siliyday <br />Sed&Sillysend <br />Sllys,d&sal*silt <br />Sand <br />Sarl&*sa·d <br />SErd <br />19¥140".4 1 1 , <br />i 10 12 14 16 18 <br />Ic(SED SET (Robertson et al. 1986) <br />15.00 ft Fill weight:100.00 lb/ft3 <br />3 Transition detect. applied:Yes SBT legend <br />2.60 Ko applied: No 1. Sensitive fine grained 4. Clayey silt to silty 0 7. Gravely sand to sandBased on SBT Clay like behavior applied:Sands only 2. Organic material 5. Silly sand to sandy sit 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 El 9. Very stiff fine grained <br />6 50- <br />£ <br />55- <br />60- 60- <br />65-65- <br />70-70- <br />75-75- <br />80-80- <br />85-85- <br />go-go- <br />95-95- <br />100 100- <br />0 2 4 6 8 10 <br />Rf (%) <br />50 100 15 <br />u (psi) <br />ivul""111,111111 <br />0 1 2 3 4 0 2 4 6 <br />CLiq v. 1.5.1.16 - CFT Liquefaction Assessment Software - Report created on: 11/2/2011,1:24: 17 PM 2 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />1