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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
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St
St
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This software is licensed to: Carl Kim CPT name: CPT-2 <br />Check for strength loss plots (Olsen & Stark (2002)) <br />Norm. cone resistance Grain char. factor Corrected norm. cone resistance SBTn Index Liquefied Su/Sig'v <br />2- <br />4- <br />HAND AUGER <br />6- <br />8- <br />10- <br />12- <br />14- <br />4- :i HAND AUGER <br />6- <br />8- : <br />10- <br />14- <br />16- C_ <br />18- <br />20- <br />22- <br />24- <br />26-26- <br />28- <br />30- <br />2- 2- <br />4-4- <br />6- 6- <br />8- 8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24- <br />10- <br />12- <br />14- <br />lb- <br />18- <br />20- <br />22- <br />lA- <br />26- <br />28- <br />30- <br />HAND AUGE <br />J£ <br />Depth (ft)34-1 2 34-5 36- <br />1 38- <br /> 40- <br />42- <br />44- <br />46- <br />48- <br />50-50- <br />52-52- <br />54-54- <br />56-56- <br />26- <br />28- <br />30- <br />32-32- <br />34-34- - <br />36-36- <br />38-38- <br /> 40-40- <br />42-42- <br />44- <br />46- <br />48- <br /><L <br />50- <br />52- <br />54- <br />44- <br />46- <br />48- <br />50- <br />52- <br />56- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- <br />58- <br />60- <br />62- <br />64- <br />66- <br />68- f 68- <br />70- <br />72-72- <br />74-74- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64- <br />/U <br />72- <br />74- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20-r <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />34- <br />36- <br />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 />68- <br />70- <br />72- <br />74- <br />50 100 150 200 1 2 3 4 <br />Depth (ft)04) 4]dao <br />66- <br />68- <br />70- <br />72- <br />r.. . <br />''» - Peak Su rat:o <br />74- <br />··1--r <br />20 40 60 80 100 120 140 0 1 2 3 4 5 6 7 8 9 10 0 0 0.1 0.2 0.3 0.4 0.5 <br />Qtn Kc Qtn,cs Ic (Robertson 1990)Su/Sig'v <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 'Wft] <br />Transition detect. applied:Yes <br />Ko applied: No <br />Clay hke 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 14 <br />Prolect file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21
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