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This softruare is licensed to: Earth Systems Services, Inc.CRR pbtæo,2 0,4CRR & CSR0.6Input parameters and analysis dataAnalys¡s n€thod: NCEER (1998)F¡nes conection method: NCEER (1998)Po¡nts to test: Based on Ic valueEarürquake magnitude Mw: 8.05Peak ground acceleration: 0.60DeÉh to water taHe (insitu): 13.00 ftLiquefact¡on ana¡ysis overall plotLPI Yerth¡l settþrærts56Liquefaction potentidu,5 1 1,5Setdement (in)CPT name: CPT-C3l¡ter¡l tbpbcemer*sL4RS PlotFactor of safetyDepth to waÞr table (erúq.): 5.00 ftAverage results interval:Ic cut-off value:Unit we¡ght calculation:Use fill:F¡ll he¡ght:Fìll $/eight:Transition detect. applied:Ç applied:Clay llke behavlor applied:Limit depth applied:L¡mit depth:F.S. color schemeI Almost certain it w¡ll l¡queryI V"ry likely to liquery! Liquefact¡on and no liq. areequally l¡kelyE unl¡ke to liqueryI Almost certa¡n ¡t will not liqæry051f115Dsplacanent (in)LPI color schemeI Very high risk! Hign ristn Low risk1012L416182t2224262A303234e€o_rUô€tU€o_t)ô€ô.úJÕæeEo_6)o3436404246485652g5660032.60Based on SBTNoN/AN/AYesYesSands onlyNoN/ACL¡q v.2.0.6.97 - CPT Liquefaction Assessment Software - Report created on: 41412018, 2'.52i12 PMProject Rle: S:\FREMONT RLE FOLDER$Ind¡vidual Folders\Girmay\Projects\2016\353 Main Street\353 Main Street - Updated.clq6-Drtt ll ¡rJ *¿rfrq7.B. - Page 113