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04C SUMMARY OF TEST RESULTS <br /> Red-brown siltz sand <br /> TEST SYMNX. 411 <br /> 138 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY - <br /> DENSITY(PCF) 121 .5 <br /> OPTIMUM WATER <br /> CONTENT C%) 11 . 9 <br /> UNIFIED SOIL SM <br /> CLASSIFICATION <br /> NATURAL WATER 11 .0 <br /> CONTENT C%) <br /> 130LIQUID LIMIT <br /> NAA PLASTIC LIMIT <br /> H' <br /> Q SPECIFIC GRAVITY <br /> O <br /> 4. <br /> ® 128 <br /> V <br /> W <br /> 0. <br /> N <br /> 120— <br /> z <br /> 0 <br /> ILTV <br /> ( <br /> CURVES OF %O SATURATION <br /> i— FOR SPECIFIC GRAVITY <br /> EQUAL TO$ <br /> qp W 118 2.75 <br /> � 2.70 <br /> 2.68 <br /> 2 <br /> } <br /> TKN <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 wETNDO AASHO AASHO <br /> Tfs- TISO- <br /> VOLUME of 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LIS.) S Iit IO COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) I! Is DRWN. By DATE: JOIN NO. KATE 101 <br /> HAMMER SLOWS CHKD. BY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER of LAYER: a s Soil and Fa) tion En&eers <br /> COMPACTION ENERGY 12.4oc as,boo ee Laboratories <br /> (FT. LBS.PER CU.I <br />