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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #39 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 125 . 7 <br /> DENSITY(PC`) <br /> OPTIMUM WATER 8.9 <br /> CONTENT ft) <br /> UNIFIED SOL ML — CL <br /> CLASSIFICATION <br /> CONTENT WATER 13 . 1 <br /> 130 <br /> LIQUID LIMIT 22 <br /> PLASTIC LIMIT 12 <br /> H <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> IL <br /> m 125 <br /> V <br /> W <br /> CL <br /> FA <br /> 120— <br /> z <br /> 0 <br /> CL <br /> CURVES OF % SATURATION <br /> 1' FOR SPECIFIC GRAVITY <br /> VK N <br /> EQUAL T01 <br /> W 115 2.75 <br /> 2.70 <br /> } 2.65 <br /> Z <br /> D <br /> } <br /> 0 110 <br /> 105 <br /> 1�0 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> AASHo AASHo HARNEY LANE LANDFILL <br /> TEST M[TNOO TOO- TIBO- <br /> VOLUME Of 20-1008-49 <br /> CYLINDER (CU.FT) <br /> MANNER WEIGHT (CHIS) $ I/t ID COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) a Is DRWN. BY I DATE: .los No. PLATE "a <br /> HAMMER BLOW$ CHKD. BY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and FoundsLUOn Engimrs <br /> COMPACTION ENERGY 12,40L 6$,300 IAbOraiOriBs <br /> (FT. LBS.PER CU.FT.) <br /> L•17 <br />