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e <br />CONSOLIDATION TEST REPORT <br />0.81 <br />0.79 <br />0.77 <br />0.75 <br />0.73 <br />o.E <br />(Itú <br />E'ı <br />0.71 <br />0.69 <br />0.67 <br />0.65 <br />0.63 <br />0.61 <br />1 1 10 <br />Coefficients of Consolidation and Secondary Consolidation <br />No.Load <br />(ksf) <br />c,, <br />6.2tðtay\ccr No.Load <br />(ksf) <br />c., <br />(rt.2/ðav)ccr No.Load <br />(ksÐ <br />c., <br />1x.2råay¡ccr <br />5 <br />6 <br />4.00 <br />8.00 <br />0.553 <br />0.724 <br />Natural <br />Saturation <br />Dry Dens. <br />(pc0 LL PI Sp. Gr Overburden <br />(ks0 <br />Þ <br />(ksf)cc cr lnitialVoid <br />Ratio <br />98.4 o/o 28.7 o/o 94.0 2.70 2.3 0.1 5 0.02 0.787 <br />MATERIAL DESCRIPTION USCS AASHTO <br />Stiff,dark brownish gray LEAN CLAY CL <br />Project No. SHl3l3lSA Glient: Earth System pacific <br />Projecû 353 Main Street Apartments <br />Location: B4-5 Depth: l9-21'* <br />Remarks: <br />*Test specimen @20.5' <br />Plate <br />Soil Mechanics Lab <br />Oakland, California <br />Tested By MA Checked By: <br />7.B. - Page 104