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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 <br />CRR plot FS Plot Uquefaction potential Vertical settlements Lateral displacements <br />2- <br />4- <br />6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />74- <br />2- <br />4JH.3 4- <br />6 6- <br />8 <br />8- <br />10- <br />14-4 12- <br />16-14- <br />16- <br />Mtr <br />FI <br />2- <br />4- <br />2- <br />4-1 <br />26-26 <br />28-28 <br />30-30 <br />32-32 <br />26- <br />28- <br />30- <br />32- <br />2 34-E Miefgm/-w · 34- i 1 34- <br />b 36- -36-€,L:.'• .' '' i. ,·'4„ =1 5 30- <br />*. 38--€,t19 " 'i ' ;6-32- <br />i:: ....$:14+ <br />FIUFIU <br />18- <br />20- <br />22- <br />24-4 <br />26-: <br />10- i <br />12- £ <br />14- <br />16- k <br />18- i <br />20-, <br />22-: <br />24-2 <br />26-1 <br />i* <br />28- ! <br />30-2 <br />32-| <br />6- <br />8- <br />10- <br />12- <br />11,/""&.14- <br />16- <br />18- <br />20- <br />22-22 <br />74 24- <br />-TO <br />50-50- <br />52-52- <br />CEMN <br />0 5 <br />Z ZE -{E <br />- <br />#14 <br />5 36- <br />38- 1 4 * 38- <br />40- 40- <br />42-1 42- <br />44-44- <br />46-46- <br />al-· <br />54-54- <br />56-56- <br />58-58- <br />60-60- <br />62-67- <br />64-64- <br />66-66- <br />68-68- <br />70-70- <br />72-72- <br />74-74- <br />10 15 20 0 0.2 0,4 0.6 0.8 1 <br />CRR & CSR <br />Input parameters and analysis data <br />Analysis method:NCEER (1998) <br />Fines correction method:NCEER (1998) <br />Points to test:Based on Ic value <br />Earthquake magnitude Mw 6.70 <br />Peak ground acceleration:0.38 <br />Depth to water table (insitu): 30.00 ft <br />Factor of safety <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 />LPI <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 />Settlement (in) <br />F.S. color scheme <br /> Almost certain it will liquefy <br /> Very likely to liquefy <br />El Liquefaction and no liquefaction are equally likely <br />[El Unlike to liquefy <br />E] Almost certain it will not liquefy <br />0 <br />Displacement (in) <br />LPI color scheme <br /> Very high risk <br />13 High risk <br />C| Low risk <br />CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:19 PM 13 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21 <br />Ca iw U 34- <br />42- <br />44- <br />36- <br />46-1 38- <br />48-40 <br />50-50 42 <br />52-52 <br />44 <br />54-54 <br />56-56 46 <br />58-581,48 <br />60-50 <br />62-52 <br />64-54 <br />66- <br />68-56 <br />70-58 <br />72-72-4 60 <br />74-74-L i 1 1,111111111 62 <br />1--r - T <br />0 0.2 0.4 0.6 0 0.5 1 1.5 2
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