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Liquefaction SPT Analysis 31 <br />Organization: <br />Manteca Unified School Distri <br />Project Name: <br />Lincoln Elementary B1 <br />Job #: <br />6999B <br />Analysis by: <br />Bill Cook <br />Date: <br />5/15/2015 <br />Input Parameters <br />Units: English <br />F <br />Variable <br />Value <br />Variable <br />Value <br />Peak Ground Acceleration <br />0.405 <br />g <br />Design GWT (Historical) <br />6.60 ft <br />Earthquake Magnitude <br />6.6 <br />MW <br />Site GWT <br />19.8 ft <br />Bottom Depth <br />51.00 <br />ft <br />Average Soil Unit Weight <br />Bore Hale Diameter <br />4.0 in <br />above GWT <br />103.8 pcf <br />Rod Length Height Stick up <br />4.9 ft <br />below GWT <br />106.8 pcf <br />Correction for Sample Liners <br />Yes <br />Sloping Ground <br />No <br />Geotechnical Properties <br /># Material Type USCS <br />Bottom <br />Consistency <br />Flags SPT field <br />Fines <br />Energy <br />Depth, ft <br />Content, <br />% <br />Ratio, % <br />1 Granular Soil SM <br />3.00 <br />Loose <br />Unsaturated 8 <br />14 <br />90 <br />2 Granular Soil SM <br />6.00 <br />Loose <br />Unsaturated 5 <br />14 <br />90 <br />3 Granular Soil SM <br />9.00 <br />Loose <br />Unsaturated 8 <br />14 <br />90 <br />4 Granular Soil SM <br />12.00 <br />Loose <br />8 <br />14 <br />90 <br />5 Cohesive Soil CL <br />20.00 <br />Very Stiff <br />Clay 18 <br />100 <br />90 <br />6 Cohesive Soil ML <br />26.00 <br />Stiff <br />11 <br />100 <br />90 <br />7 Cohesive Soil CL <br />30.00 <br />Stiff <br />Clay 11 <br />100 <br />90 <br />8 Cohesive Soil ML <br />35.00 <br />Stiff <br />13 <br />100 <br />90 <br />9 Granular Soil SP <br />45.00 <br />Dense <br />42 <br />7 <br />90 <br />10 Cohesive Soil CL <br />51.00 <br />Stiff <br />Clay 11 <br />100 <br />90 <br />Results <br />Settlement: <br />1.16 in <br />Lateral Displacement: <br />0.00 ft <br />Soil Structure. corn Analysis (Licensed to: Condor Earth) 1 <br />