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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: CFT--4 <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- : '2- <br />4- 4- <br />HAND AUGER <br />2- 2- <br />4- <br />HANDAUGER ._ 6- <br />8- <br />10- <br />12- <br />14- <br />16- <br />18- <br />HANDAUGER <br />b- <br />8-8- <br />10-10- <br />12-12-12- <br />14-14-14- <br />16-16- <br />18-18- <br />20-20- <br />22-22- <br />0 001 1 <br />20- u <br />24-24-24- <br />26-26- <br />28-28- <br />30-30- <br />32-32- <br />e 34- -34- <br />b 36-36- <br />£38-38- <br />g 40-40- <br />LE- <br />24- <br />26- <br />9Z <br />44- <br />46- --73 46- <br />48-48- <br />50- <br />Cl- <br />26- <br />28-28- .1 ....".....%.Il' <br />30-30- <br />32-32- <br />,- 34-34- <br />2536-36- <br />* 38-38- - <br />3 40-40--*-*#Eli,Ti <br />42-42- <br />44- <br />46- <br />48- <br />50- <br />52- <br />44- - --CZI <br />J£ <br />54- <br />56-56- <br />58- <br />60-1 60- <br />62- <br />64- <br />K- <br />46- M <br />48- <br />50- <br />52- <br />54-54- <br />56-56- <br />58-58-..1.11-=:= <br />60-60- <br />DO-.U <br />68- <br />70- <br />72- <br />74- <br />lilli -1-1 <br />50 80 100 120 140 0 1 <br />Qtn <br />68- <br />70- <br />72- <br />74- <br />20 40 4 <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 />34- <br />36- <br />2 38- <br />Z 40-93 <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 2 4 <br />(11) 4idaa <br />62- --62- - <br />64-64- <br />-- <br />66-66- <br />68- 68- 70-70- <br />72-72- -Prak b:J relt!0 *G-0* <br />..74-74- < , <br />11,1,1,1 <br />2345678910 0 0.1 0,2 0.3 0.4 0.5 <br />Kc Qtn, cs Ic (Robertson 1990)Su/Sig'v <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, 1:24:22 PM 30 <br />Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq <br />SL Rvcd 2019.01.21
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