1901-1919 N Fairview St - Soils Report

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This software is licensed to: Carl Kim CPT name: CPT-1 Check for strength loss plots (Olsen & Stark (2002)) Norm. cone resistance Grain char. factor Corrected norm. cone resistana SBTn Index Liquefied Su/Sig'v 10- 40- 45- 6 50- 55- 60- 65- 5- 4 HAND AUGER 5- -00tIl-- HAND AUGER 5- HAND AUGEF 10-10- 15- 20- 25-â‚¬ 15- 20- 25- 5- 10-10- 15- 20- 25- 30- 15- 20- 25- 1 - 30- 30- 40 45- 40- 11 45- 507 Â£ 50- 55- 60-60- 65-65- 70- 75- Depth (ft) 40- 2 45- 55- 60- 65- 35- 40- 45- r-- 50- - 55- 60- 65-T/,07.ell 75- 80- 85- 90-C=-90- 70- 75- 80- 70- 80- 85- 90 3//IMMI'*....I-..7 90-VIV 85-- 95-95- 95- 100 1 1 95- 100 10012 50 100 150 200 250 012345678910 0 50 100 150 200 1 Qtn Kc Qtn,cs 95-- Peak S u ratio - l.lq. Su ratio iÂ· i ii,i, i, i lOu i 1,1,1,1, 2 3 4 0 0.1 0.2 0.3 0.4 0.5 Ic (Robertson 1990)SU/Sig'V Input parameters and analysis data Analysis method:NCEER (1998)Depth to water table (erthq.): 15.00 ft Fill weight:100.00 lb/ft] Fines correction method:NCEER (1998)Average results interval: 3 Transition detect. applied:Yes Points to test:Based on k value Ic cut-off value:2.60 Ko applied: No Earthquake magnitude Mw:6.70 Unit weight calculation:Based on SBT Clay like behavior applied:Sands only Peak ground acceleration:0.38 Use fill:Yes Limit depth applied:Yes Depth to water table (insitu): 30.00 ft Fill height:3.00 ft Limit depth:50.00 ft Cliq v. 1.5.1.16 - CPT Liquefadion Assessment Software - Report created on: 11/2/2011,1:24:17 PM 6 Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood__cpt.clq 1