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14C SUMMARY OF TEST RESULTS <br /> Ila <br /> Red-brown clayey sand <br /> TEST SYMBOL #34 <br /> 135, TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY SPC F) 126 . 7 <br /> OPTIMUM WATER <br /> CONTENT (%) 10 . 3 <br /> UNIFIED SOL SC <br /> CLASSIFICATION <br /> ENT WATERNATURAL <br /> CONTENT <br /> 130 LIQUID LIMIT 20 <br /> PLASTIC LIMIT 17 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> W <br /> ® 125 <br /> 3 <br /> V <br /> W <br /> CL <br /> N 120 <br /> Z <br /> 0 <br /> e�. <br /> 1 <br /> CURVES OF %O SATURATION <br /> F' FOR SPECIFIC GRAVITY <br /> EQUAL TOi <br /> W 115 2.75 <br /> 3 2.70 <br /> 2.68 <br /> 2 <br /> } <br /> c <br /> 0 110 <br /> 105 <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 /> TSS- TISO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBB.) S '/s 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) a Is DRWN. BY, DATE: .)OB No. PLATE No. <br /> HAMMER BLOWS CHKD. BY: DATE- 1 35 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S W and Foundation En&oers <br /> COMPACTION ENERGY 12,40L 86,300 Eu&eerbg Laboratories <br /> (FT.LBS.PER <br /> L-17 <br />