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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-5 <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 />6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18-4 <br />20- <br />22- <br />24- <br />26- <br />28- <br />30- <br />32- <br />e 34- < <br />b 36- <br />*38- <br />3 40_ <br />4-4-10- <br />HAND AUGER HAND AUGE 2 <br />6-12- <br />8-8-14- <br />10-10-16- <br />12-12- <br />18- <br />14-14- <br />20- <br />16-16- <br />22-18-18- <br />20-20-24- <br />22-22-26- <br />24-24-28- <br />26-26-30- <br />28-28-32- <br />30-30-34- <br />32-32-36- <br /> 34- 34-ce 38- <br />5 36-b 36- <br />r 40-€ 38- <br /> 40- <br />42- <br />0 42- <br />44-42- <br />46-44-44- <br />46-46-48- <br />48-48-50- <br />50-50-52- <br />52-52-54- <br />54-12-54-56- <br />56-56-58- <br />58-58-60- <br />60-60-62- <br />62-62- <br />64-64- <br />66- <br />64- <br />66-66- <br />68- <br />68-68- <br />70-70-70-1 <br />72-72-72- <br />74-74-74- <br />A#vvv VV v v & <br />42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />54- <br />56- <br />4-E <br />.......... HAND AUGER <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />20- <br />22- <br />24-€,m,yw,0, <br />26-.,$%*-.-& <br />28-..'*5**= <br />30- <br />32- <br />2 34- - <br />5 36- <br />1 38- <br /> 40- <br />42- <br />44- <br />46- r- <br />48-.'.1"1. <br />50- <br />52- <br />54- <br />56- <br />58- <br />60- <br />627 <br />64-1 <br />58- <br />60- <br />62- <br />64- <br />66-3 <br />68- <br />70- 2 <br />72- C <br />74- <br />66- <br />2 <br />68- <br />70- <br />1 - Peak Su rat:o <br />0 0.1 0.2 0.3 0.4 0 <br />Su/Sig'v <br />v y iii <br />20 40 60 80 100 120 140 0 1 2 3 4 5 6 7 8 9 10 0 50 100 150 200 1 2 3 4 .5 <br />Qtn Kc Qtn, cs Ic (Robertson 1990) <br />Input parameters and analysis data <br />Analysis method:NCEER (1998)Depth to water table (erthq.): 15.00 ft Fill weight:100.00 I b/ft] <br />Fines correction method:NCEER (1998)Average results interval: 3 Transition detect. applied:Yes <br />Points to test:Based on Ic value Ic cut-off value:2.60 1% applied: No <br />Earthquake magnitude Mw 6.70 Unit weight calculation:Based on SBT Clay like behavior applied:Sands only <br />Peak ground acceleration:0.38 Use fill:Yes Limit depth applied:Yes <br />Depth to water table (insitu): 30.00 ft Fill height:3.00 ft Limit depth:50.00 ft <br />CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:23 PM 38 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq <br />SL Rvcd 2019.01.21
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