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e <br />CONSOLIDATION TEST REPORT <br />o <br />ıÉo'ı <br />2.5 <br />2.4 <br />2.3 <br />2.2 <br />2.1 <br />2.0 <br />1.9 <br />1.8 <br />1.7 <br />1.6 <br />1.5 <br />1 <br />Coefficients of Consolidation and Consolidation <br />No.Load <br />(ks0 <n9Årvt cc¿No.Load <br />(ksÐ <n9Å^vt c(I No.Load <br />(ks0 <br />c., <br />6.2råay¡cü <br />4 <br />5 <br />2.00 <br />4.00 <br />0.033 <br />0.008 0.012 <br />Natural Dry Dens. <br />(pc0 <br />Overburden Pc <br />(ks0 <br />lnitial Void <br />RatioSaturationMoistureLLPISp. Gr (ks0 cc cr <br />98.0 o/o 87.4%49.s 2.70 1.3 0.95 0.10 2.408 <br />MATERIAL DESCRIPTION USCS AASHTO <br />Soft,dark bluish gray FAT CLAY CH <br />Project No. SHl313lSA ClienÍ Earth System Pacific <br />Project: 353 Main Street Apartments <br />Location: B3-2 Depth: 8-10'* <br />Remarks: <br />*Test specimen @ 9.5' <br />Plate <br />SoilMechanics Lab <br />Oakland, California <br />Tested By:MA Checked By: <br />7.B. - Page 102