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SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL #10 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM Off <br /> DENSITY(PC F) 118 . 2 <br /> OPTIMUM WATER 12 .9 <br /> CONTENT f%) <br /> UNIFIED SOIL <br /> CLASSIFICATION SM <br /> NATURAL WATER 11 .4 <br /> CONTENT MW <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> O SPECIFlC GRAVITY <br /> O <br /> ® 123 <br /> NAA <br /> V <br /> d' <br /> W <br /> IL <br /> 40 1 <br /> Z <br /> O <br /> 0. <br /> 1 <br /> CURVES OF % SATURATION <br /> f- FOR SPECIFIC GRAVITY <br /> EQUAL TO# <br /> W It3 2.73 <br /> 2.70 <br /> 2.65 <br /> F- <br /> Z <br /> } <br /> ® 110 <br /> 103 <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 /> vol of 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LOS-) a "A , 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) 12 It ORWN. By DATE: Jot No. PLATE MO. <br /> HAMMER ®LOW$ CHKO. BY: DATE: 11 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER Of LAYERS 3 a Soil and Foundation Di&eerz <br /> COMPACTION ENERGY 12,400 60,300 GG lAboratories <br /> (FT. LBS.PER CU.FT) <br /> 1 17 <br />