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LOAD IN KIPS PER SQUARE FOOT <br />0.4 <br />0 <br />0.5 0.6 0.7 0.8 0.91.0 2.0 3.0 4.0 5.0 6.0 7.0 <br />1 1 <br />Boring 2 at 12' <br />/-- SANDY SILT <br />0.02 <br />Boring 1 at 49' \ <br />SANDY SILT <br />-2- <br />NOTE: Wateradded to sample from Boring 2 afterconsolidation under a load of 3.6 kips per sQuare foot <br />The other sample tested at field moisture content. <br />CONSOLIDATION TEST DATA <br />LAW/CRANDALL <br />8.0 <br />FIGURE A-4 <br />JOB 70131.70261.0001 <br />DATE 6/26/97 <br />DR JB <br />0E <br />MWH <br />CHKD <br />CONSOLIDATION IN INCHES PER INCH <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />(JO <br />CD <br />fL'O <br />EL O