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This software is licensed to: Carl Kim <br />CPT name: CPU <br />CPT basic interpretation plots (normalized) <br />Norm. cone resistance Norm. friction ratio Nom. pore pressure ratio SBTn Plot Norm. Soil Behaviour Type <br />HAND AUGER 5-HAND AUGE 4 5-5 HAND AUGE R <br />10-10- <br />15-15- <br />20- <br />25- <br />30- <br />35- <br />40- <br />- 45- 45-k.- <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 />£ 50- <br />55- 55- <br />60- <br />65- <br />70- -70- <br />75- 1.-==.75- <br />Depth (ft <br />80- <br />0D <br />95- <br />100 1 <br />0 50 100 150 200 <br />Qtn <br />10- 10 SEr[|&SiltySE,-Id <br />15- 15 Sillyserd &saridysilt <br />Gay&,Ityday <br />20-20 aay <br />aay <br />25- 25 Sltysarl&saldysilt <br />Clay&sillydal, <br />30-30-aay <br />Clay&siltyday <br />Oay&siltydaY <br />35-aay <br />Clay&siltyday <br />40-aay <br />aay&siltyday <br />n 45-45-Sllysa·Id &saricksit <br />€ Sand & mityserd <br />aay <br />aa,&sittyday <br />Sillysard&sal»It <br />aay <br />aay&siltyday <br />Siltysand&ser,*sit <br />Gay&slityday <br />Clay&slltyda¥ <br />Clay,&siltyday <br />314gld&saIlysilt <br />aay <br />aa,&siltyday <br />Sltysard &sand¥§11 <br />Clay&,Ityday <br />aay <br />SErld & Silt/sall <br />Clay&,INday <br />SE.31&siltysald <br />1 <br />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] <br />SBTn legend3 Transition detect. applied:Yes <br />2.60 Ko applied:No 1. Sensitive fine grained ¤ 4. Clayey mit to silty []7. Gravely sand to sand <br />Based on SBT Clay like behavior applied:Sands only 2. Organic material E 5. Slity 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 silty clay []6. Clean sandi to silty sand D 9. Very stiff fine grained <br />35 <br />40- <br />6 50- <br />55- <br />60- <br />65- <br />70- <br />2 75- <br />80-80- <br />85- <br />90- <br />85- <br />90- <br />95- <br />100 <br />0 2 4 6 8 10 -0 <br />Fr (°/o) <br />HAND AUGE-R 10- <br />15- <br />20- <br />25- <br />30- <br />35- <br />40- <br />45- <br />50- <br />55- <br />60- <br />65- <br />70- <br />75- <br />80- <br />85- <br />90- <br />95- <br />100 lillill,I <br />0 0.2 0.4 0.6 0.8 1 1 2 3 4 <br />Depth (ft)(U) 4*ac]50- <br />55- <br />60- <br />65- <br />70- <br />75- <br />95- <br />00- 1 1 <br />0 2 <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:17 PM 3 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21