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This software is licensed to: Carl Kim CPT name: CPT-2 <br />CPT basic interpretation plots <br />Cone resisl;469 AuGER Friction 11$ AUGER Pore presN&5 AlJGER <br />SBT Plot Soil Behaviour Type <br />10- 1 <br />12- 12- ' <br />14- <br />16- <br />18- <br />20- <br />22-22- <br />24- <br />26- <br />28- <br />30-30-i <br />32-32-1 <br />34-1 <br />36-36- t <br />238- <br />r 40- <br />8- <br />10- <br />12- <br />14- <br />HAND AUGE R <br />10 Sard &siltysard16- •16-21.Imi <br />18- <br />20- <br />22- <br />24- <br />A- <br />30- L <br />::iia*6 Sllysmi&saldys,It <br />SErd &slltysard <br />aay&siltyday <br />Gay&slityday <br /> Gay&siltyday, 11111 lilli,11111 11 aa,&511§,day <br />Sltysaid & grl,Silt <br />Sgrl &siltysald <br />C 42- <br />8 <br />44- <br />63- 42- <br />44- <br />-42- 17 [142- <br />44-44- <br />46- 46- <br />48- 48- <br />50- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />52-52- <br />54-54- <br />56-56- <br />58-58- <br />60-60- <br />62- <br />64- <br />66-66- <br />68-68- <br />70-70- <br />11- 4>72- <br />74- <br />11 <br />100 150 200 2 4 6 8 10 <br />52- <br />54- <br />56- <br />t 58- <br />60- <br />AO- <br />1U <br />42- <br />48- <br />50-. .e·:th:: <br />52- <br />a£v <br />a* <br />aay <br />Clay&sittyday <br />aav <br />aa,&slltyday <br />Clab,&stltyday <br />aay <br />Slt/ser·13 & ssnyglt <br />Sen:1& siltysall <br />aay&91tyday <br />Sard&siltysend <br />Sllysard & sa*sllt <br />aa,&slltyday <br />aay <br />aay <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />0 50 <br />UL <br />64- <br />66- <br />t 68- <br />1 70- <br />aay <br />aay&siltyday <br />Sitysad&sa·dysilt <br />Sltysard &sencysilt <br />E-- m# 222 -Clay&siltyday <br />72- <br />74- <br />1 1 1 1 <br />20 40 60 80 2 <br />u (psi)Ic(SET) <br />Sillys,d & sadys,lt <br />SEn:1&siltysand <br />I I | Im,i4mity,y' 1 1 <br />4 024681012141618 <br />qt (tsf)Rf (%)SBT (Robertson et al. 1986) <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 />1 Fill height:3.00 ft <br />Fill weight:100.00 lb/ft 3 <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 silly I] 7. Gravely sand to sand <br /> 2. Organic material ¤5. Silty sand to sandy silt [3 8. Very stiff sand to <br /> 3. Clay to silty clay Q 6. Clean sand to sity sand Il 9. Very stiff fine grained <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:19 PM 10 <br />Project file: P:\Lelghton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21 <br />8-2 <br />410- <br />612- <br />814- <br />12 <br />18- <br />14 <br />20-16 <br />22-18 <br />24-20 <br />26-22 <br />28-24 <br />30- :26 <br />32-28 <br />34-30 <br />36-32 <br />238- <br />540-31 <br />At. <br />58- <br />60- <br />62- <br />64-