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CONSOLIDATION <br />TEST <br />REPORT <br />-1.25 <br />0.00 <br />} <br />1.25 <br />— <br />2.50 <br />— <br />71 <br />3.75---T <br />c <br />U) <br />d 5.00 <br />a <br />6.25 <br />7.50 <br />Li"Mi <br />Lj <br />8.75 <br />10.00 <br />11.25 .1 .2 .5 1 2 5 <br />Applied Pressure - tsf <br />Nalurai <br />D y Dens. <br />(Pc� <br />LL <br />PI <br />S Gr. <br />P' <br />Overburden <br />(tsf) <br />Pc <br />(tsf) <br />C c <br />C r <br />Initial Void <br />Ratio <br />Saturation <br />Moisture <br />9(i.5 9/0 <br />1 43.6 % <br />1 75.3 <br />152.1 1 <br />24.1 <br />1 2.6` <br />1.94 1 <br />0.27 1 <br />0.06 <br />1 1.197 <br />MATERIAL DESCRIPTION <br />USCS <br />AASHTO <br />Fe Clay <br />CH <br />Project No. 12958-0 Client: MILBOR PITH <br />Remarks: <br />Project: EVERETTINTERMODAL <br />Tested by: ML <br />Sample Swell: 0.5% <br />Source: Sample No.: MP-3 / S-6 Elev./Depth: 15.0-17.5' <br />I Test reset @'0' for consolidation <br />*AGRA Earth & Environmental <br />LNGINEERNG GLOBAL SOLUTIJNS <br />Plate <br />