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This softr¡vare is licensed to: Earth Systems Serv¡ces, Inc.CR.Rpbtv08.2 û,4CRR & CSRo6¡nput parameters and analysis dataLiquefact¡on analysis overall plottfl VeÉkelsetthmerts7tCPT name: CPT-C4l¡terel rßphcemerts46I1uL2L4161g824ææ303234NS PbtFactor of safetyDepth to water Þble (erthq.): 5.00 ftAverage results interval: 3Ic cut-offvalue: 2.60Unit we¡ght calculat¡on: Based on SBTUse fill: NoFill height: N/A1lì15Li quefacti on potenti al0,5 1 1,5Setdement (in)F.S, color schemeI Almost certãin it w¡ll liqueryI Vury likely to liquery! Liquefaction and no liq. are equally likelyE Unl¡ke to liquery! Almost certa¡n ¡t will mt liqueryElsplacement (in)LPI color schemeI Very high risk! High rist! Low riskI1eIÊ_1)clIo_0,IJ€o-d,tôsruô€ô-(uo3638404244464A5(]54d4525456586064Éam5ÐAnalys¡s rnethod:F¡nes corection rnethod :Po¡nts to test:Earüquake magnitude Mw:Peak ground acceleration :NCEER (1998)NCEER (1998)Based on Ic value8.050.60Fill weight:Transition detect. applied:Ç appl¡ed:Clay like behavlor applied:L¡mit depth applied:L¡mit depth:N/AYesYesSands onlyNoN/AÐeËì to water tade (insitu): 13.00 ftCLiq v,2,0.6.97 - CPT Liquefaction Assessment Softurare - Report created oni 414120L8,2:52:t3 PMProlrt file: S:\FREMONT RLE FOLDERS[ndividual Folders\Girmay\Poects\zo16\353 Main Street\3s3 Main Street - Updated.clqfL;ur ng eariltrl7.B. - Page 115