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This software is licensed to: Carl Kim <br />CPT name: CPT-1 <br />CPT basic interpretation plots <br />SBT Plot Soil Behaviour TypeCone resigheuGER Friction 40%AUGER Pore prel*WR AlJGER - <br />10- <br />15-110- <br />15- <br />10-10- <br />15-15- <br />5-stlysard&s*UhAUGE 2 <br />20-20-20- <br />25-25- <br />30->30-30-30- <br />35-35-1 35- <br />40-40- 1 40- <br />45-45- :45- <br />€ 50- (50-b 50-5 50- <br />c 55- 1 <br />60- <br />55- <br />60- 1 60- <br />10-SaIl&9'tysand <br />91'sall &sa·*sllt <br />Clay&§14,day20aa, <br />0425Sltysand &sa*silt <br />aa,&sittyda Y <br />30 Clay&siltydaY <br />Sltysald &saldyslit <br />35 a.&siltyday <br />aay <br />Sllysald &ser*mit <br />40-sUnMAysilt <br />45- · ·9*M:-914sznd &sarlysilt <br />Sed&siltysa·£1 <br />50-Clay&siltyda, <br />65- tL_65- <br />70-70- <br />75- <br />90- <br />0 100 200 300 400 500 <br />qt (tsf) <br />80- <br />85- <br />65- <br />70- <br />75- 1 75- <br />80-80- <br />95- <br />100 1 <br />2 <br />55-Gay&,Ityd™ <br />60- ......aay <br />-:& 31¥sarl&Sal*Silt <br />65-aay&s,Ityda, <br />Sitysi&se*stlt <br />70-Sard&Bltysald <br />Sltys,11&sal*s,lt <br />SltysaII&sencl¢S,It <br />75-Sltysa·111 &sal*silt <br />Serd <br />80-aa,&siltydal <br />aay&slltydaY85- 85- 1% 85-SBrd&sillyserld <br />aa&sltyday <br />90-.0===-2 <br />90-SEnd&slltysand <br />- - *a&: "Sltysald & serldymit <br />Sgld <br />95-*&slitysard <br />-1-1 1 1 1 1 1 1,1.1 1 1 . 12 2 1,100- ,J ' T-4·*,6,11 1 <br />t2 3 4 C 1 6 8 10 12 14 16 18 <br />Ic(SMT)SBT (Robertson et al. 1986) <br />75- <br />80- <br />85- <br />90-90- <br />95- <br />100- <br />0 2 4 6 8 10 <br />Rf (°/o) <br />95- <br />100- <br />50 100 150 <br />u (psi) <br />Input parameters and analysis data <br />Analysis method:NCEER <br />Fines correction method:NCEER <br />Points to test:Based <br />Earthquake magnitude Mw:6.70 <br />Peak ground acceleration:0.38 <br />Depth to water table (insitu): 30.001 <br />(1998)Depth to water table (erthq.): 15.00 ft <br />(1998)Average results interval: 3 <br />on 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 tb/fti <br />Transition detect. applied:Yes <br />1% applied:No <br />Clay like behavior applied:Sands only <br />Limit depth applied:Yes <br />Limit depth:50.00 ft <br />SBT legend <br /> 1. Sensitive fine grained 4. Clayey silt to silty []7. Gravely sand to sand <br /> 2. Organic material ¤5. Silty sand to sandy silt m 8. Very stiff sand to <br /> 3. Clay to sity clay []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, 1:24:17 PM 2 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21