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14C SUMMARY OF TEST RESULTS <br /> Red-brown clayev sand <br /> TEST SYMBOL #43 <br /> 135 TEST METHODASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 122 . 1 <br /> OPTIMUM WATER <br /> CONTENT (%) 10 .5 <br /> UNIFIED SOL <br /> CLASSIFICATION Sc- <br /> NATURAL WATER <br /> 130 13..O <br /> CONTENT t%) <br /> LIQUID LIMIT 21 <br /> I— PLASTIC LIMIT 16 <br /> ® SPECIFIC GRAVITY <br /> W <br /> ® 125 <br /> V <br /> Q: <br /> W <br /> f� <br /> N <br /> 170— <br /> z <br /> d <br /> CURVES OFSATURATION <br /> 1' FOR SPECIFIC GRAVITY <br /> EQUAL TOt <br /> ABBESS <br /> W 115 2.75 <br /> 2.70 <br /> 2.65 <br /> Z <br /> a. <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 METHoO AASHO AASHO <br /> TBB- TISO- <br /> VOLUME of 20-1008-49 <br /> CYLINDER (CU.FT) Ink <br /> HAMMER WEIGHT (LOS.) B II® COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M IB DRWN. BY DATE: I JOB NO. PLATE MQ <br /> HAMMER SLOWS CHKO. BY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER of LAYERS 3 S Soil and Fou tion Engimrs <br /> COMPACTION ENERGY 12s4oc Ss,300 Bering IAboratorias <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />