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1 : - -'-' 12. T . - t¥ f.,9/, -r,3.,""5 <br />LOAD IN KIPS PER SQUARE FOOT, <br />0.4 0.5 0.6 0.7 080.91.0 2.0 10 4.0 5.0 6.0 7.08.00 <br />Boring 7 at 2' <br />SILTY CLAY <br />, <br />0.01 -244 <br />1 <br />I <br />T <br />0 <br />Zn no <br />Boring 6 at 346' <br />SILT <br />WO.03 tr-I <br />0 . <br />Z \ <br />\ <br />1 - <br />i k. <br />,0.04 \ <br />0.06 <br />0.07 <br />NOTE: Water added to sample from Boring 7 after consolidation <br />under a load of 1.8 kips per square foot. The other sample <br />tested at field moisture content. <br />CONSOLIDATION TEST DATA <br />LEROY CRANDALL AND ASSOCIATES T <br />PEATE--043 <br />/0 A-1