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drnsiry, and percent fines. The tests were Ferformed in grneral accordance with tat methods of the <br /> American Socicry for Testing and Materials(ASTM)or other applicable ptocedures. <br /> MOISTURE CONTENT TESTIN(i <br /> Moismrc content tcsts werc completed in grneral accordancc with ASTM D 2216 for representative <br /> samples obtained from the explorations. The rcsults of these tests are prcsented on the ezploration logs at <br /> the dcpths at which the samples were obuined. <br /> Si�ANra.rses <br /> The wet sicve aaalysis method was used to detcrmine thc percentage of soil grcattt than the U.S. <br /> No.200 mesh sievc. The results of the percent fines Icsts arc prcsented on lhe boring logs. Sieve <br /> analyses werc complcted on two samples obtained from the borings as summaziud in Figure A-12. <br /> Flir.��,,. l;l G-nn�-nn Fagc A-2 G[pENC�NEERt� <br /> Junr 6.:P/LP <br /> Z� <br />