1901 & 1919 N Fairview St - Soils Report

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This software is licensed to: Carl Kim CPT name: CPT-4 Liquefaction analysis overall plots FS Plot Uquefaction potential Vertical settlements Lateral displacements FIU. 41151 FIU 2- 4-4- 6-6- 8- 10-10- 12-12- 14-14- 16- 18-18- 20-20- 22-22- 24-24- 26-26- 28- 4 28- 30-30- 32-F 32- - 34- - 34-e 34- 0 36-2536- -C 5 38- : 6 38- 40-3 40- 6. 'E 32-C . a 340 42-, 42- 36-44-44- 38-46- -46- 40- 48- 48- 52- 52- 50-50- 42- : : - 44-54-54- 56-56- 48-58-4 58- 60-60-50- 62-62- 52-64-64- 54-66-66- 56-68-68- 70-70-58- 72-72-60- 74Â«74- 62-76-i ,,111' ' 76 ),4 0.6 0 0.5 1 1.5 2 0 5 10 15 20 0 0.2 0.4 0.6 0.8 1 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 Average results interval: 3 Ic cut-off value:2-60 Unit weight calculation:Based on SBT Use fill:Yes Fill height:3.00 ft Fill weight:100.00 lb/ft) Transition detect. applied:Yes 1% applied: No Clay like behavior applied:Sands only Limit depth applied:Yes Limit depth:50.00 ft F.S. color scheme Almost certain it will liquefy Very likely to liquefy Liquefacton and no liquefaction are equally likely El Unlike to liquefy Ml Almost certain it will not ]Iquefy LPI color scheme Very high risk Â¤ High risk Il Low risk CLiq v.1.5.1.16 - CPT Liquefaction Assessment Software - Report created on: 11/2/2011, 1:24:22 PM 29 Project file: P:\Leighton Consulting\603000\603284.001 Orangewood\Analyses\orangewood cpt.clq SL Rvcd 2019.01.21 CRR plol 2- 4- 6- 8- 10- 12- 14- 16- 18- 20- 22- 24- 26- 28- 30- 32- 0- FIU 2-2- 4-4- 6- 6- 8- 10-8- 12 10- 12- 14- 16- 18- 20- 22- 24- 26- 36- 38- 40- 42- 44- 46- 48- 50- 52- 54- 56- 58- 60- 62- 64- 66- 68- 70- 72- 74- 0 0.2