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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-4 <br />Liquefaction analysis overall plots (intermediate results) <br />Total cone resistance SBTn Index Norm. cone resistance Grain char. factor Corrected norm. cone resistance <br />12- <br />8- <br />14- <br />10- <br />16- <br />12- <br />18-14- <br />20- <br />22- <br />16- <br />18- <br />24-20- <br />26-22- <br />' /0 6 36- <br />- 40-£ 38- <br />/42- <br />* 44-42- <br />46-44 <br />48-46 <br />50-48 <br />52-50 <br />54-52- <br />56-54- <br />58-56- <br />58-60- <br />60- <br />62- <br />62- <br />64- <br />64- <br />66-66- <br />68-68- <br />70-70- <br />72-72- <br />2- 2-2 -R- <br />4-10-4- /1- <br />HAND AUGER HAND AUGER HAND AUGER HAND AUGER <br />6--bi <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />2- <br />4- <br />6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />0- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24-')28- ---3-24-24- <br />26-30- <br />28-32- 28---=.4-,-- <br />30- 34- 1:- 32-32- <br />n 34- <br />36- . <br />34- - ---34-.-I <br />26- <br />28- <br />30- <br />32- <br />34- <br />tb, 36- <br />* 38- <br />42- <br />44- <br />nonth (ft t 36- <br />E 38- <br />42- <br />46- <br />48- <br />50- <br />52- <br />44- <br />46- <br />48- <br />50- <br />52- <Z- <br />54- <br />11 <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <6.- <br />68- <br />70- <br />72- <br />74- <br />-T-111111 <br />50 100 150 200 0123 <br />Qtn <br /> 36- <br />E 38- <br /> 40- <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />70- <br />72- <br />74- <br />-1 <br />10 0 50 10 <br />68- <br />70- <br />72- <br />/,1 - <br />74- - - 74- -=?=-17"'*i':1':'' <br />50 100 150 1 2 3 4 ( 4 5 6 7 8 9 0 150 200 <br />qt (tsf)Ic (Robertson 1990) Kc Qtn,cs <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 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 />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:22 PM 28 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq <br />SL Rvcd 2019.01.21
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