1901-1919 N Fairview St - Soils Report

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This software is licensed to: Carl Kim CPT name: CPT-1 CRR plot | FIU Liquefaction analysis overall plots FS Plot Uquefaction potential Vertical settlements Lateral displacements FIU 5- 5- 10- V 10- during earthq. 15-r----15- 20- 20- 25- 1 25- 30-30- 35- ] 35- 40-40- 2 45- 4- 50- j Â£ 50- 055-55- 60- j 60- 65- 1 65- 70-70- 75-75- 80-80- 85-85- 90-90- 95-95- 0 F I LI2-11 5 5- 6- 10 10- 8- 10-15 15- 12- 20 0 20-14- 16- 1 25 25- 30 30- 20-' 22-35 35- 24- 40 40- 26- 45 *9 45- w 30- E- 32-Â£ 50 Â£ 50- 55 55- 36- 6038-60- 40-65 65- 42- 44-70 70- 46- 75 75- 48- 50-80 80- 52- 85 85- 54- 56-90 90- 58- 95 60-95- 62--100 ,100 1 1.5 2 5 10 15 20 0 0.5 1 1.50.5 100 I â€¢ I , , i 1007 , 0 0.2 0.4 0.6 0 0 CRR & CSR Factor of safety LPI Settlement (in)Displacement (in) 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 Depth to water table (erthq.): 15.00 ft Fill wi Average results interval: 3 Trans Ic cut-off value:2.60 Ko ap Unit weight calculation:Based on SBT Clay I Use fill:Yes Limit Fill height:3.00 ft Limit F.S. color scheme Bight:100.00 'Wft3 Almost certain it will liquefy mon detect. applied:Yes Very likely to liquefy LPI color scheme plied: No El Liquefaction and no liquefaction are equally likely Very high riskike behavior applied:Sands only High riskdepth applied:Yes Unlike to liquefy depth:50.00 ft Almost certain it will not liquefy 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 1