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14C SUMMARY OF TEST RESULTS <br /> Brown, clayey silty sand <br /> with some gravel <br /> TEST SYM®OL Curve 43 <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY 12 4 4 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 10.8 <br /> CONTENT C%) <br /> UN PIED OI <br /> SL SM <br /> CLASSIFICATION <br /> NATURAL WATER 8. 9 <br /> CONTENT (%) <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> ® SPECIFIC $RAVITY <br /> 4. <br /> ® 125 <br /> EJ <br /> W <br /> a <br /> N 1 <br /> 2 <br /> m <br /> a <br /> 1 CURVES OF 100% SATURATION <br /> f' FOR SPECIFIC GRAVITY <br /> = EQUAL TO' <br /> 115 2.75 <br /> W 2.70 <br /> 2.63 <br /> Z <br /> ® 110 <br /> H+1 I I <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS CORRAL HOLLOW <br /> TEST MfTNoo AA$HO AASHO SANITARY LANDFILL <br /> T$$- Ttso- 20-1008-36 <br /> VOLUME OF <br /> CYLINDER (CU.FT.) <br /> HAMMER wfiBHT (LOS.) a '/t 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) it 1$ DRWN. BY DATE: JOS 140• 1 PLATE NQ. <br /> HAMMER SLOW$ CHKD. BY: DATE: 5/23/95 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation Engineers <br /> COMPACTION ENE R$Y 1240E 6$ 300 ring LlbOratOrils 20-1008-36 <br /> (FT.LBS.PER CU.FT.) , , <br />