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14C SUMMARY OF TEST RESULTS <br /> Red-brown clayey sand <br /> TEST SYMBOL #24 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 119 4 <br /> OPTIMUM WATER <br /> CONTENT 1%) 11. 6 <br /> UNIFIED SOIL <br /> CLASSIFICATION Sc <br /> NATURAL WATER <br /> CONTENT t%) 14 .2 <br /> 130 <br /> LIQUID LIMIT <br /> PLASTIC LIMIT 18 <br /> O SPECIFIC GRAVITY <br /> O <br /> IM. <br /> ® 125 <br /> V <br /> cc <br /> W <br /> d <br /> v! I <br /> Z <br /> m <br /> O <br /> IL <br /> I CURVES OF % SATURATION <br /> FOR SPECIFIC GRAVITY <br /> EQUAL TO= <br /> W 115 2.75 <br /> 2.70 <br /> 2.65 <br /> Z <br /> } <br /> OC <br /> ® 110 <br /> 105 <br /> NV <br /> I000 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 /> VOLUME OF <br /> CYLINDER (CU.FT) 20-1008-49 <br /> HAMMER WEIGHT (LDS.) $ I/t I® COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) I; 1• DRWN. BY DATE: .IOB N0. PLATt NO. <br /> HAMMER BLOW$ CHKO. BY: DATE 1 25 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 $ Soil and FON tion En&sers <br /> COMPACTION ENERGY 12,40C Bs,300 EWmft lAbOMt0PiB8 <br /> (FT. LBS.PER GU.f T.) <br /> L-17 <br />