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1.yC SUMMARY OF TEST RESULTS <br /> Red-brown sand silt <br /> TEST SYMBOL <br /> 135 TEST METHOD AqTM a u <br /> MAXIMUM DRY <br /> DENSITY(PCF) 116 . 9 <br /> OPTIMUM WATER <br /> CONTENT f%) 12 - 8 <br /> UNIFIED SOIL <br /> CLASSIFICATION ML -- <br /> NATURAL WATER <br /> CONTENT C)6) 10 <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> E-' <br /> ® SPECIFIC GRAVITY <br /> O <br /> W <br /> ® 125 <br /> V <br /> W <br /> 0. <br /> H � <br /> z <br /> CL <br /> CURVES OF %O SATURATION <br /> FOR LTO IC GRAVITY <br /> 115 j2.75 <br /> W 2.70 <br /> 2.65 <br /> Z <br /> } <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 /> TSS- TISO- <br /> VOLUME of 20-1008-49 <br /> CYLINDER (CU.FT.) T <br /> HAMMER WEIGHT (LBS) 6 I/: IO COMPACTION ®'AGA <br /> HAMMER DROP (IN.) It IG DRWN. BY DATE: JOB NO. PLATE NQ. <br /> HAMMER BLOWS CHKO. BY; DATE: 1 27 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 6 Soil and Foundation Fm&oers <br /> COMPACTION ENERGY12,IOC BS,300 " IAboratorlls <br /> (FT. LBS.PER CU.FT) <br /> L-17 <br />