Laserfiche WebLink
Consolidation/Collapse Test Results <br />-2 <br />0 - \ <br />\ Water Added \.4\ <br />at 200 psf <br />2 <br />\ <br />4 <br />6 <br />8 <br />10 <br />12 <br />14 <br />0.1 1 10 100 <br />Load (ksf) <br />Classification: Dark Brown fine Sandy Clay, trace Silt <br />Boring Number:B-5 <br />Sample Number: --- <br />Depth (ft)5 to 6 <br />Specimen Diameter (in)2.4 <br />Specimen Thickness (in)1.0 <br />Proposed Mixed Use Dev. <br />Santa Ana, California <br />Project No. 15G101 <br />PLATE C- 6 <br />Initial Moisture Content (%) 21 <br />Final Moisture Content (%) 24 <br />Initial Dry Density (pcf)103.7 <br />Final Dry Density (pcf)109.7 <br />Percent Swell (%)1.50 <br />SOUTHERN I <br />CALIFORNIA <br />GEOTECHNICAL <br />·1, C(,A,m„i '- "·