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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYM®OL #29 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 122 . 9 <br /> OPTIMUM WATER 9 .4 <br /> AAA <br /> CONTENT (°!(�) <br /> UNIFIED SOIL <br /> CLASSIFICATION ML - CL <br /> NATURAL WATER <br /> CONTENT C%) 8 . 7 <br /> 130 LIQUID LIMIT 19 <br /> } PLASTIC LIMIT 13 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> W <br /> m 125 <br /> V <br /> W <br /> d <br /> N !20 <br /> Z <br /> 0 <br /> IL <br /> ( CU ES OF %O SATURATION <br /> EOR SPECI <br /> L T®FIC GRAVITY <br /> W 115 2.75 <br /> 2.70 <br /> 2.65 <br /> E`- <br /> Z <br /> } <br /> Q: <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 /> TSG- TISO- <br /> VOLUNE of 20-1008-49 lk"L <br /> CYLINDER (CU.FT.) <br /> MANNER WEIGHT (LBS.) a lit 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It 1• DRWN. BY DATE: JOG NO. 1 PLATE MQ <br /> MANNER SLOWS CHKO. BY. DATE 1 30 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation Engineers <br /> COM►ACTION ENERGY 12,40C 56,300 EOQSn� Laboratories <br /> (FT. LBS.PER CU•FT.) <br /> L-17 <br />