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F <br /> C SUMMARY OF TEST RESULTS <br /> ® Red-brown sand clay <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 120 . 1 <br /> OPTIMUM WATER 11.9 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION ML-CL <br /> NATURAL WATER <br /> CONTENT (QLD 16 . 1 <br /> 130 LIQUID LIMIT 23 <br /> PLASTIC LIMIT 16 <br /> O SPECIFIC GRAVITY <br /> O <br /> W <br /> 128 <br /> V <br /> W <br /> 0. <br /> in I <br /> 2 <br /> m <br /> O <br /> IL <br /> ( <br /> CURVES OF % SATURATION <br /> FEO L TOR GRAVITY <br /> AmkIIS 2.75 <br /> W <br /> W 2.70 <br /> } 2.65 <br /> Z <br /> } <br /> !r <br /> ® 110 - <br /> 1000"--u- <br /> 4 <br /> 10Imp4 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 /> Tff- TISO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LBS.) f 1/2 IO COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IG DRWN. BY, DATE: JOB NO. KATE ME <br /> HAMMER BLM CHKO. BY. DATE: L <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Foundation Eu&s@rs <br /> COMPACTION ENERGY i2,+06 66300 ring Laboratories <br /> (FT.LBS.PER CU.FT.) , <br /> 1 17 <br />