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OF <br /> SUMMARY OF TEST RESULTS <br /> Red-brown silty sand <br /> TEST SYMBOL #21 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 129 .2 <br /> OPTIMUM WATER 8 . 5 <br /> CONTENT (%) <br /> UNIFIED SOIL SM <br /> CLASSIFICATION <br /> CONTNATENT AL WATER <br /> 10 . 8- <br /> 130 - <br /> 0 . 8(30 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> W <br /> m 128 <br /> V <br /> W <br /> IL <br /> 40 1 <br /> Z <br /> m <br /> 0 <br /> CL <br /> I <br /> CURVES OF %O SATURATION <br /> F- FOR SPECIFIC GRAVITY <br /> EQUAL T $ <br /> W 115 2.78 <br /> 3 2.70 <br /> } 2.65 <br /> Z <br /> } <br /> 0 110 <br /> 105 <br /> IOOp 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 /> TSS- TISO- <br /> VOLUMa of 20-1008-49 <br /> CYLINC[R (CU.Ft) 7k"I <br /> HAMMER WEIGHT (LBS-) G 1/2 , 10 COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) it It ORWN. By DATE: JOB NO. I PLATE Mo. <br /> HAMMER BLOWS CMXD. BY: DATE: 1 22 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 G Soil and Foundation Fjoneers <br /> COMPACTION ENERGY 12 40C. 66,30A Gering Laboratories <br /> (FT. LOS.PER CU.FT.) <br />