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14C SUMMARY OF TEST RESULTS <br /> Red-brown clayey sand <br /> TEST SYMBOL #38 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> M"MUM DRY <br /> DENSITY(PCF) 121 . 6 <br /> OPTIMUM WATER 11 :5 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION Sc <br /> ER <br /> CONTENT W496) 12 . 8 <br /> 130 <br /> LKiUlO LIMIT 1-9 <br /> PLASTIC LIMIT 14 <br /> O SPECIFIC GRAVITY <br /> O <br /> Al <br /> ® 125 <br /> 14 N <br /> U <br /> W <br /> O. <br /> rn I <br /> Z <br /> D <br /> O <br /> d <br /> 1 <br /> CURVES OF ®/o SATURATION <br /> E- FOR SPECIFIC GRAVITY <br /> EQUAL Tt <br /> W 115 2.75 <br /> 3 2.70 <br /> 2.65 <br /> 2 <br /> } <br /> ® 110 <br /> I A <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- TIGO- <br /> VOLU OF 20-1008-49 <br /> CYLINDER (CU.FL) 4!!IJHAMMER WEIGHT (LBS.) a Ih 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) Is It DRWN. BY i DATE: JOB MO.JKATII NO, <br /> HAMMER BLOW$ CHKD. BY: DATE <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation EngineerS <br /> COMPACTION ENERGY 12,40G aG,300 Eo&wrim lAboratoriAs <br /> (FT. LBS.PER CU.FT) <br /> L-17 <br />