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 CRR plot FIU 5- 10- 15- 20- FS Plot Uquefaction potential Vertical settlements Lateral displacements 2- i 4- 6- 10 FIL 8- 15 10- 12- 20 14- 25 16- 18- 30 20- 35 22- 24- 40 26- 45 r-. 28- 5 30- 50 232- 34- 55 36- 60 38- 40- 65 42- 70 44- 46- 75 48- 80 50- 52- 85 54- 90 56- 58- 95 60- 100, ,62- 0 0,5 1 1.5 2 Depth (ft) 20- 0.2 0.4 0.6 0- 10- 15- 20- 25- 30- FILE 10- 15- 25- 25- 30- 30- 35-.../-t 35- 1 -2 ID l lac 40-40- 40- 45- ,.,45- Â£ 50-50- i * 50- 55- -55- -55- 60- 1 60-60- 65- 70- 75- 80- 85- 90- 95- 100 i 0 CRR &CSR Input parameters and analysis data Analysis method:NCEER (1998) Fines correction method:NCEER (1998) Points to test:Based on Ic value Earthquake magnitude Mw 6.70 Peak ground acceleration:0.38 Depth to water table (insitu): 30.00 ft 65-65- 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- r 1 100-i 100 5 10 15 20 0 0.5 1 1.5 0 Factor of safety Depth to water table (erthq.): 15.00 ft Average results interval: 3 Ic cut-off value:2.60 Unit weight calculation:Based on SBT Use fill:Yes Fill height:3.00 ft LPI Fill weight:100.00 lb/ft 3 Transition detect applied:Yes 1% applied:No Clay like behavior applied:Sands only Limit depth applied:Yes Limit depth:50.00 It Settlement (in) F.S. color scheme Almost certain it will liquefy El Very likely to liquefy El Liquefaction and no liquefaction are equally likely Il Unlike to liquefy 51 Almost certain it will not liquefy Displacement (in) LPI color scheme Very high risk Â¤ High risk Â¤ Low risk CLiq v. 1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:17 PM 5 Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood_cpt.clq SL Rvcd 2019.01.21