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14C SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL <br /> (35 TEST METHOD ASTM D-1557 "A <br /> MAXIMUM <br /> (PCF) 120 . 0 <br /> OPTIMUM WATER <br /> CONTENT t%) 10 . 1 <br /> UNIFIED SOIL <br /> CLASSIFICATION SM <br /> NATURAL WATER <br /> CONTENT (%) 8 . 3 <br /> 130 <br /> LK#Ulo LIMIT <br /> PLASTIC LIMIT <br /> H <br /> ® SPECIFIC GRAVITY <br /> U. <br /> ® 125 <br /> V <br /> 4: <br /> W <br /> d <br /> N 1 <br /> d <br /> ( <br /> CURVES OF %® SATURATION <br /> 1 ' FOR SPECIFIC GRAVITY <br /> AdML <br /> EQUAL T = <br /> W 115 2.73 <br /> 3 2.70 <br /> 2.65 <br /> Z <br /> ® 110 <br /> INN <br /> 105 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> AASIao AASHo HARNEY LANE LANDFILL <br /> TEST METHOD TSS- TIDO- <br /> VOLUME OF <br /> CYLINDER (CU.FT) 20-1008-49 <br /> ® <br /> HAMMER WEIGHT (LOS.) B I/: ID COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M IG DRWN. BY P DATE: I JOB NO. KATE MIX <br /> MANNER BLOWS CHKO. BY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation Engimrs <br /> COMPACTION ENERGY 12,401L 56,300 En&oerWg lAboratoriBs <br /> (FT. LBS.PER CU.FT) <br /> L-17 <br />