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1901 & 1919 N Fairview St - Soils Report
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1901 & 1919 N Fairview St - Soils Report
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Last modified
1/6/2026 1:06:10 PM
Creation date
6/23/2022 1:30:55 PM
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Soils Report
Full Address
1901 N Fairview St
1919 N Fairview St
Street Number
1901
1919
Street Direction
N
N
Street Name
Fairview
Fairview
Street Suffix
St
St
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This software is licensed to: Carl Kim CPT name: CPT-2 <br />Liquefaction analysis overall plots (intermediate results) <br />Total cone resistance SBTn Index Norm. cone resistance Grain char. factor Corrected norm. cone resistance <br />2- <br />4- <br />HAND AUGER <br />2€ 2- 2%8- <br />4-4-4- <br />10- i HAND AUGER HAND AUGER £_MANDAUGE R <br />b-12- <br />8-14- <br />10-16- <br />12- <br />18- <br />14- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />b-0 <br />8- <br />10-10- <br />12-12- <br />14- L______14- <br />0- <br />8- <br />10- <br />12- <br />14- <br />16- cg'-16- <br />18-18- <br />20- f 20-20- <br />22- 1 22-22- <br />24-24- <br />26-26- <br />30- <br />32- <br />134- <br />t 36- <br />£. 38- <br />3 40- <br />42- <br />44- <br />t·W'P <br />2 3 4 <br />(U) 41(jaCI <br />34- <br />36- <br />38- <br />40- <br />42- <br />44- <br />46- <br />48- <br />Depth (ft) <br />28-28-28- <br />30-30-30- <br />32-32-32 <br />34-34-34- <br />36-36-36- <br />38-38- <br />40-CZE 7-40-(U) 41dac] <br />42-42-42- <br />44-44-44- <br />46-46-46-46- <br />48-50-48-48- C-48- <br />50- F-52- <br />52- 54- <br />54- i 56- <br />56- r 58- <br />60- <br />60- l 62- <br />64- <br />64- <br />66- <br />68- <br />70- <br />72-72 <br />-7.- <br />50- <br />52- l 52- <br />54- <br />56- 2 56- <br />58- <br />60- 60- <br />62- <br />fCA-A4- <br />66- <br />68- <br />7n- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />-7 n- <br />72-72- <br />74- <br />0 50 100 1' <br />Qtn,cs <br />72- <br />74- <br />50 200 0 1 2 3 4 5 6 7 8 9 10 <br />Kc <br />/4-.."."i=--'-... /6-1 74- <br />1 1 <br />1 1 1 ..r..lilli <br />50 100 150 200 1 0 50 100 1! 50 200 <br />qt (tsf)Ic (Robertson 1990)Qtn <br />Input parameters and analysis data <br />Analysis method: <br />Fines correction method: <br />Points to test: <br />Earthquake magnitude Mw: <br />Peak ground acceleration: <br />Depth to water table (insitu): <br />NCEER (1998) <br />NCEER (1998) <br />Based on Ic value <br />6.70 <br />0.38 <br />30.00 ft <br />Depth to water table (erthq.): 15.00 ft <br />Average results interval: 3 <br />Ic cut-off value:2.60 <br />Unit weight calculation:Based on SBT <br />Use fill:Yes <br />Fill height:3.00 ft <br />Fill weight:100.00 I b/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 />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:19 PM 12 <br />Project file. P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq <br />SL Rvcd 2019.01.21
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