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r <br />LOAD IN K I PS PER SQUARE FOOT <br />0.4 0.5 0.6 0.7 0.80.9 1.0 2.0 i0 4.0 5.0 6.0 7.0 80 <br />0 <br />T <br />--0-0- <br />, Boring 10 at 3 <br />SILTY CLAY <br />0.01 <br />I <br />U <br />ZO •02 -- - <br />Boring 9 at 15* <br />CLAYEY SAND <br />V' <br />990.03 -----g <br />IN INCI- <br />14-64 <br />0.06 <br />0.07 <br />NOTE: Water added to sample from Boring 10 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 ·