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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy cla <br /> TEST SYMBOL #45 - <br /> 135 <br /> 45 -135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 118.4 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 12 . 2. <br /> CONTENT t%) <br /> UNIFIED SOIL <br /> CLASSIFICATION ML CL <br /> NATURAL WATER <br /> CONTENT (% 15 . 3 <br /> 130 LIQUID LIMIT 22 <br /> PLASTIC LIMIT 1 <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> ® 125 <br /> V <br /> tY <br /> W <br /> a <br /> N 120- <br /> z <br /> m <br /> 0 <br /> Il <br /> ( CURVES OF % SATURATION <br /> F' FOR SPECIFIC GRAVITY <br /> EQUAL TOt <br /> 115 2.75 <br /> 2.70 <br /> 2.65 <br /> t— <br /> Z <br /> ® 110 <br /> 105 <br /> NI <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> AAatto AAa►to HARNEY LANE LANDFILL <br /> TEST METHOD TSG- TIGO- <br /> VOLUME Of 20-1008-49 <br /> CYLINDER (CU.FT) &" <br /> HAMMER WEIGHT (LB&) a I/= 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) to to DRWH. By DATE: Joe NO. PLATE MO, <br /> HAMMER BLOWS CHKO. BY: DATE: <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation Ea&eers <br /> COMPACTION ENERGY 12,406 aG,30AEnglusaringLaboratories <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />