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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> ® TEST SYMBOL #30 <br /> 135 TEST METHOD STM. 52 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 122 .0 <br /> OPTIMUM WATER <br /> CONTENT (%) 11 . 6 <br /> UNIFIED SOL <br /> CLASSIFICATION CL <br /> CONTENT AL WATER <br /> 13 . 6 <br /> 130 LIQUID LIMIT <br /> 24 <br /> PLASTIC LIMIT 16 <br /> ® SPECIFIC GRAVITY <br /> tat ' <br /> 125 <br /> V <br /> W <br /> CL <br /> U) 120— <br /> z <br /> O <br /> d <br /> D <br /> CURVES OF %® SATURATION <br /> RS T IC GRAVITY <br /> x EQUALW 115 2.73 <br /> 3 2.70 <br /> 2.65 <br /> I- <br /> Z <br /> fY <br /> ® 110 <br /> 005 <br /> IOOp 4 6 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> TOO- TISO- <br /> VOLUaIE OF 20-1008-49 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LDS.) 5 I/t 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) O Is DRWN. BY, DATE: JOB NO. PLATE M0. <br /> HAMMER SLOW$ CHKO. BY: DATE: 1 31 <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Foundation EnIgineers <br /> COMPACTION ENERGY I2,406 $6,300 �ee�Laboratories <br /> (FT. LBS.PER Cu.FT.) <br /> L-17 <br />