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14C SUMMARY OF TEST RESULTS <br /> Red Brown sandy silt <br /> TEST SYMBOL #6 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 114 .0 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 13 . 1 <br /> CONTENT (%) <br /> UNIFIED SOIL ML <br /> CLASSIFICATION <br /> NATURAL WATER 12 .2 <br /> CONTENT t%) <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> H <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> 4. <br /> ® 125 <br /> V <br /> W <br /> tZ <br /> N !20 <br /> 2 <br /> 0 <br /> CL <br /> I CURVES OF % SATURATION <br /> ANIL E— FOR SPECIFIC GRAVITY <br /> EQUAL Ti <br /> IIS 2.75 <br /> W 2.70 <br /> 2.65 <br /> F- <br /> 2 <br /> } <br /> ® IID <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 /> S AASHO AASHO <br /> TEST METH <br /> TBB- TISO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS.) 5 I/* . 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) I! 1• ORWN. By DATE: JOB NO. PLATE HIM <br /> HAMMER BLOWS CHKO. BY. DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 5 Soil and F«ln&tiOn ED&Gsrs <br /> COMPACTION ENERGY 62,400 56,300 Emigineerft l,atlorltoriBs <br /> (FT. LBS.PER CU.FT.) <br />