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CONSOLIDATION TEST REPORT <br />-0.75 <br />0.00� <br />0.75 <br />2.25 <br />C <br />l0 <br />rq <br />d 3.00 <br />U <br />N <br />a <br />3.75 <br />4.50 <br />5.25 <br />6.00 <br />I <br />i <br />2 <br />6.75 .1 .2 .5 1 2 .5 <br />Applied Pressure - tsf <br />Natural <br />Dry Dens. <br />(Pcl) <br />LL <br />PI <br />SP' Gr. <br />Overburden <br />(lsf) <br />PC <br />(tsf) <br />C c <br />Cr <br />Initial Void <br />Ratio <br />Saturation <br />Moisture <br />92.9 % <br />32.9 % <br />1 85.3 <br />134.9 1 <br />10.6 1 <br />2.65 1 <br />1.30 <br />0.12 <br />1 0.03 <br />0.940 <br />MATERIAL DESCRIPTION <br />USCS <br />AASHTO <br />Lcan clay <br />CL or ML <br />Project No. 12958-0 Client: MIL13OR PITA <br />Project: EVERETT INTERMODAL <br />Source: Sample No.: NIP-3 / S-2 ElevJDepth: 5.0-7.5' <br />Remarks: <br />Tested by: NIL <br />Sample swell: 0.2% <br />Test reset @'0' for consolidation <br />Plate <br />*AGRA Earth & Environmental <br />LNGINELRNG GLOBAL SOLUTIONS <br />