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Liquefaction SPT Analysis 3.1 <br />Organization: Manteca Unified School Distri <br />Project Name: Lincoln Elementary B1 <br />Job #: 6999B i <br />Y ._ <br />Analysis by: Bill Cook <br />Date: 11/4/2015 CONDOR <br />�� <br />Input Parameters <br />Units: English <br />Variable Value Variable Value <br />Peak Ground Acceleration 0.367 g Design GWT (Historical) 6.6G ft <br />Earthquake Magnitude 6.6 MW Site GWT 19.8 ft ` <br />Bottom Depth 51.00 ft Average Soil Unit Weight <br />Bore Hole Diameter 4.0 in above GWT 103.8 pcf <br />Rod Length Height Stick up 6.0 ft below GWT 106.8 pcf <br />Correction for Sample Liners No Sloping Ground No <br />Geotechnical Properties <br /># Material Type USCS Bottom Consistency Flags SPT field Fines Energy <br />Depth, ft Content, % Ratio, % <br />1 Granular Soil SM 3.00 Loose Unsaturated 8 14 80 <br />2 Granular Soil SM 6.00 Loose Unsaturated 5 14 80 <br />3 Granular Soil SM 9.00 Loose 8 14 80 <br />4 Granular Soil SM 12.00 Loose 8 14 80 <br />5 Cohesive Soil CL 20.00 Very Stiff Clay 18 100 80 <br />6 Cohesive Soil ML 25.00 Stiff 11 60 80 <br />7 Cohesive Soil ML 27.00 Firm 8 60, 80 <br />8 Cohesive Soil CL 30.00 Stiff Clay 11 100 80 <br />9 Cohesive Soil ML 35.00 Stiff 13 60 80 <br />10 Granular Soil SP 45.00 Dense 42 7 80 <br />11 Cohesive Soil CL 51.00 Stiff Clay 11 100 80 <br />Results <br />Settlement: 3.95 in <br />Lateral Displacement: 0.00 ft <br />SoilStructure.com Analysis (Licensed to: Condor Earth) 1 <br />