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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-3 <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 />1- \2- :2- 2-: <br />4-4- ; 4-4- <br />HAND AUGER HANDAUGER 6-HAND Av5&3 <br />8- <br />10- <br />12- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />0 0 <br />8-8- <br />10-10- <br />12-12- <br />14-14- <br />16-16- <br />18- <br />20- <br />22-<22- <br />24- 24- <br />26- <br />28- <br />30- <br />32- <br />18- <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />2 39 <br />b 36- <br />00 38- <br />3 40- <br />34- CE- 34- <br />36- -5 3 6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />30- <br />32- <br />34- <br />36- <br />¢f 38- <br />14- <br />16- <br />20- <br />22- - <br />24- <br />26- <br />28- <br />30- <br />32-...6-....y»-M ..W. <br />34- <br />36- <br />..c 40- <br />38-tl 38-a 42- <br />40- <br />44- <br />42- <br />44-46-44- <br />46-48-46- <br />48-50-48- <br />50-52-50- <br />52-54-52- <br />54-56-54- <br />56-56-58- <br />58-58-60- <br />60-60- <br />62- <br />62-62- <br />64- <br />64-64- <br />66- <br />66-66- <br />68-68-68- <br />70-70-70- <br />72-72-72- <br />74-74-74- <br />6 7 8 9 10 0 50 100 150 200 2 3 4 0 0. <br />Depth <br />42- <br />44- <br />46- <br />48- <br />rn- <br />411111. <br />42- <br />44- <br />46- <br />48- <br />50- <br />-"CE <br />JU r <br />52- <br />54- <br />56- <br />58- <br />60- <br />62- <br />64-}64- <br />66- <br />68- <br />70-70- <br />72- <br />74- <br />50 100 150 <br />Qtn <br />.... <br />r <br />- Peak 6,1 rat,0 <br />1 1 -r.MET-3 lili <br />012345 1 0.2 0.3 0.4 0.5 <br />Ke 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 'wn 3 <br />Transition detect. applied:Yes <br />Ko 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, 1:24:20 PM 22 <br />Prolect file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq <br />SL Rvcd 2019.01.21
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