1901 & 1919 N Fairview St - Soils Report

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This software is licensed to: Carl Kim CPT name: CPT-1 Liquefaction analysis overall plots (intermediate results) Total cone resistance SBTn Index Norm. cone resistance Grain char. factor Corrected norm. cone resistance 5- 10- 15- 20- HAND AUGER 10-5-HAND AUGE-1 5-HAND AUGER 5-HAND AUGER 15- 20- '9- fl 2 3 4 (U) 41(laci 10-10-10- 15-15-15- M- 25-20 30-!Â»35- 40- 45- 50- 50-1 55- 60- Depth (ft) 25- 2530- 30 35--2 T 25- 30- 35- 40- , 45-- 45-45- 50- i t 50- 55- i -55- 65- 70- 70- An- 7 fin- 65- 75- 80-80- 1 85- L 85- 80- 80 85 90- C-*-' lili./90- C 90- C 90-.........1. 70- 75- 80- 85- 90- 95-...====EEZELL 95- 30- 40-40- Â£ 50- 55- 60- 65- 70-70- 75- 95-95-95- 00 100 Il,Ill,Ill,Ill,Ill,100 i 0 50 100 150 200 0 1 2 3 4 5 6 7 8 9 10 0 50 100 Qtn Kc Qtn,cs 100 i i i ri i 100 i,i 1 i , 100 200 300 400 500 1 150 200 qt (tsf)Ic (Robertson 1990) Input parameters and analysis data Analysis method:NCEER (1998)Depth to water table (erthq.): 15.00 ft Fill weight:100.00 I b/ftj Fines correction method:NCEER (1998)Average results interval: 3 Transition detect. applied:Yes Points to test:Based on Ic value Ic cut-off value:2.60 1% 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 Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:17 PM 4 Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq SL Rvcd 2019.01.21