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140 SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557. "A" <br /> MAXIMUM <br /> �nCFDE (P ) 124 , 2 <br /> OPTIMUM WATER 10 .2 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION SM <br /> NATURAL WATER <br /> CONTENT MW 2 .7 <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> H <br /> O S►ECIPIC GRAVITY <br /> O <br /> U. <br /> ® 125 <br /> U <br /> OF <br /> W <br /> IL <br /> (a 120— <br /> z <br /> Z) <br /> O <br /> d <br /> ( <br /> CURVES OF % SATURATION <br /> FORE <br /> L T®FIC GRAVITY <br /> W 115 12.75 <br /> 3 2.70 <br /> } 2.65 <br /> 2 <br /> } <br /> ® 110 <br /> 105 <br /> I000 4 g 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) <br /> HAMMER WEIGHT (LBa1 6 1/t . 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M IS DRWN. my DATE: I JOS NO. PLATE MO, <br /> HAMMER SLOWS CHKO. BY: DATE: ]] <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 6 Soil and Foundation Eu&4ers <br /> COMPACTION ENERGY 12140(. 66,300 Engimr* laboratories <br /> (FT. Lea.PER CU.FT.) <br /> 1-17 <br />