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CPT name: CPT-6 <br />CPT basic interpretation plots (normalized) <br />i. cone resistance Norm. friction ratio Nom. pore pressure ratio SBTn Plot Norm. Soil Behaviour Type <br />2· <br />4- <br />HAND AUGER HAND AUGER <br />b-0 <br />8-8- <br />10-10- <br />12-12- <br />14-14- <br />16-16- <br />18-18- <br />20- <br />22-i 22- <br />24- 24- <br />26- <br />Sarl &siltysard <br />Sltysed & sa*silt <br />aay <br />28 097&sllwaW28- - 28- 32-Cla¥&9'tyday <br />30-34-32 Gay32-32-36- <br />34-2 34-d 38-t 1 - 36-.--7 aay&slityday <br />36-t 36- - <br />.c 40- <br />38-E. 38-aayCl 42- <br />40-8 40- 8 - - 73 04&glyday <br />44- aay&,ItydayClay&,14(lay <br />46-44-==I Clay&sillyday <br />46-48-1 46-Siltygld & sallysilt"Vill <br />48-Siltygld &01*Silt <br />48-50--.1....Siltygld & smdysilt <br />50- 52- 1/ 50-Clay&§14,day <br />aay52-54-, <br />aay&gllyda54- 56- <br />56 -1/1/////56- 58 0-gatcsal <br />58-58-aay60j60-aay62. I- '-filil"&,Ep 2-illilll62- <br />64-1 Clay&slltyday <br />64- --.-64-Siltysand & sa'llysilt <br />44- <br />46- <br />48-48- <br />Fn- <br />52- <br />54- <br />56- <br />58-1 58- <br />60-60- <br />62- <br />64- <br />66- <br />68- <68- <br />70- <br />72- <br />74-74- <br />0 50 100 150 200 <br />Qtn <br />8-2 <br />4-410- <br />HAND AUGER 6- <br />HAND AUGER 612- <br />8-814-4 <br />10-10 <br />16- <br />12-12 <br />18- <br />14-14 <br />20-16-16 <br />22-18-18 <br />20-244 20 <br />22-26-22 <br />24-28-24 <br />26-30-26 <br />66-UV 66 <br />0 2 <br />68-68 GEN68- <br />70-70-Ogalic sal <br />72-72-72 <br />Se,-11 &Siltysend <br />74-74- -M111111 1,11111,11 i I ' 1 ' 1 1 Sld 1 1 1 1 1 1 14 6 8 10 -0.2 0 0.2 0.4 0.6 0.8 1 1 2 3 4 4681012141618 <br />Fr (%) Bq Ic (Robertson 1990)SBTn (Robertson 1990) <br />Input parameters and analysis data <br />Analysis method:NCE <br />Fines correction method:NCE <br />Points to test:Bas< <br />Earthquake magnitude M„6,7( <br />Peak ground acceleration:0.3E <br />Depth to water table (insitu): 30.( <br />ER (1998)Depth to water table (erthq.): 15.00 ft <br />ER (1998)Average results interval: 3 <br />pcl on Ic value Ic cut-off value:2.60 <br />) Unit weight calculation:Based on SBT <br />Use fill:Yes <br />)0 ft Fill height:3.00 ft <br />Fill weight:100.00 lb/ft] <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 />SBTnlegend <br /> 1. Sensitive fine grained <br /> 2. Organic material <br /> 3. Clay to silty clay <br />[1 4. Clayey silt to slity ¤7. Gravely sand to sand <br />Il 5. Silty sand to sandy silt El 8. Very stiff sand to <br />E] 6. Clean sand to silly sand 0 9. Very stiff fine grained <br />5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:25 PM 43 <br />3: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21