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<br /> <br /> <br /> <br /> <br /> <br /> <br />Izs <br /> <br /> <br /> <br /> <br />/zo <br /> <br /> ZII20 AIR VOID CURVES <br /> <br /> S <br />C <br />V <br />8 <br />' <br /> <br />us PECL{ <br />! <br />GRA <br />ITY =2. <br />0 <br /> SPECLFIC GRAVITY = 2 <br />7p <br /> , <br /> sPnc~IC cRAYITY = 2eo <br /> <br />uo <br /> <br /> <br />1 <br /> <br />l05 <br /> <br />O <br />~^ <br />ai <br />A <br />100 <br /> <br /> <br /> <br /> <br />93 <br /> <br /> <br /> <br /> <br />90 <br /> <br /> <br /> <br /> <br />83 <br /> <br /> <br /> <br /> <br />80 <br />0 5 f0 t6 20 E6 30 96 <br />MOISTURE CONTENT -PERCENT OF DRY 1fIIGHT <br />]ob Name: blontgomery ffatson Miscellaneous Lab Testing MOISTURE -DENSITY <br />Location: H-1 Sample No. 1 RELATIONSHIP <br />Soil Description: Sandy Clay (CL) <br />Maximum Dry Density: L0.5 pct Opt. Moisture Content: 15.0 x Procedure ASTit D898 <br />Liquid Limit: ?7 R Plasticity Index: 13 R Date: 8/21/99 <br />Gravel: 0 7. Sand: 14 7. Silt & Clay (-200): B8 R lob No. 99-4029 <br />