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14C SUMMARY OF TEST RESULTS <br /> Red-brown silly <br /> TEST SYMBOL #8 <br /> 135 TEST METHOD ASTM D-1-557 "A" <br /> MAXIMUM DRY 122 .7 <br /> DENSITY(PC Ft <br /> oPnIMuM WATER 11.9 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION SM <br /> CONTENT W(%� 12 .5 <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> li. <br /> ® 125 <br /> V <br /> W <br /> ♦Z <br /> N 120— <br /> z <br /> CL <br /> CURVES OF % SATURATION <br /> F- FOR SPECIFIC GRAVITY <br /> EQUAL T0+ <br /> W115 2.T5 <br /> 3 2.70 <br /> } 2.65 <br /> 2 <br /> } <br /> in 110 <br /> 105-- <br /> 10006-4t <br /> 05IQOp 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 /> TSB- TISO- <br /> vOLUME of 20-1008-49 <br /> ® CYLINDER (CU.FL) X., ij <br /> HAMMER WEIGHT (LBS. COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It Is ORWN. BY I DATE: JOB N0. PLATE MIX <br /> HAMMER BLOW$ CHKD. BY. DATE: <br /> PER LATER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation Engineers <br /> COMPACTION ENERGY 12,40(. 56,300 Engineering IAt10ratories <br /> (FT.LBS.PER CU.FT.) <br />