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I4� SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL 1*2 12 <br /> 133 TEST METHOD kSTM D-15 5 7 ."A" <br /> MAXIMUM DRY <br /> DENSITY(PCF 123 . 9 <br /> OPTIMUM WATER <br /> CONTENT (%) 11 . 9 <br /> UNIFIED SOIL <br /> CLASSIFICATION ML-CL <br /> NATURAL WATER 12 . 8 <br /> CONTENT MQ <br /> 130 LIQUID LIMIT -20 . <br /> PLASTIC LOOT 155 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> W <br /> m 123 <br /> VAN <br /> W <br /> IL <br /> N <br /> 120-- <br /> z <br /> n <br /> 0 <br /> Q. <br /> ( <br /> CURVES OF % SATURATION <br /> F— FOR SPECIFIC GRAVITY <br /> EQUAL T = <br /> 113 .T <br /> 2.65 <br /> 2 <br /> 0 110 <br /> 105 <br /> 1 NV <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> tff- TISO- <br /> VOLUME Of 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS-) S I/t 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) it IS DOWN. BY, DATE: JOS Mo. PLATt No. <br /> HAMMER SLOWS CHKD. BY: DATE: 18 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER Of LAYERS 3 S SOIL and Fou tion En&eers <br /> COMPACTION ENERGY 12,40(. 56,300 Engimrft lAboratOrks <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />