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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #13 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM ORT 1 127 .8 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT (%) 11.9 <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> INTENT AL WATER R 10 .7 <br /> 130 -- LIQUID LIMIT -20 <br /> PLASTIC LIMIT 16 <br /> ® SPECIFIC GRAVITY <br /> U. <br /> m 125 <br /> V <br /> W <br /> a <br /> N <br /> 120 <br /> m <br /> 0 <br /> d <br /> CURVES OF %O SATURATION <br /> H FOR SPECIFIC GRAVITY <br /> EQUAL TOt <br /> W 115 2.75 <br /> 2.70 <br /> 2.65 <br /> 2 <br /> ® 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 /> T!f- TIlO• <br /> VOLUME of 20-1008-49 <br /> CYLINDER (CU.FT) X. <br /> HAMMER WEIGHT (LBS.) S I/t 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IB DRWN. By DATE: JOB NO. PLATE MD. <br /> HAMMER BLOWS CHKO. BY. DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER Of LAYERS 3 S Soil and Foundation Engineers <br /> COMPACTION ENERGY 12,40C BG,300 Enginsoring lAboratoriAB <br /> (FT. LBS.PER CU.FT.) <br /> 1.17 <br />