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14C SUMMARY OF TEST RESULTS <br /> Red-brown clayey sand <br /> TEST SYMBOL #42 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 117 . 8 <br /> OPTIMUM WATER 12 .2 <br /> CONTENT 1%) <br /> UNIFIED 1101L <br /> CLASSIFICATION SC <br /> NATURAL ER <br /> J1 CONTENT 1%)" 13 . 8 <br /> 130 <br /> LIQUID LIMIT 23 <br /> PLASTIC LIMIT 18 <br /> ® SPECIPiC fRAVITY <br /> W <br /> ® 123 <br /> v <br /> tr <br /> W <br /> IL <br /> H i <br /> Z <br /> O <br /> IL <br /> ( I <br /> CURVES OF % SATURATION <br /> f" FOR SPECIFIC GRAVITY <br /> EQUAL TO= <br /> W 115 2.73 <br /> 2.70 <br /> } 2.65 <br /> Z <br /> NA <br /> } <br /> ® 110 XX <br /> 105 <br /> IL <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 AASNO AASHO <br /> TIB- TISO- <br /> VOLUME OF 20-1008-49 kN1 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS.) f ID COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) IE 1f DRWN. BY 1 DATE: JOB NO. PLATE MO, <br /> HAMMER BLOWS CHND. SY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 B SOIL and Foundation Fmgineerz <br /> COMPACTION ENERSY 12,40C 56,300 ring IAboratOries <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />