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14C SUMMARY OF TEST RESULTS <br /> Red–brown silty sand <br /> TEST SYMBOL 449 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 121.8 <br /> ornmu I WATER 10.3 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION SM <br /> NATURAL WATER <br /> 130 3.6 <br /> CONTENT C%) <br /> LIQUID LIMIT <br /> F PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> ® 125 <br /> V <br /> W <br /> aK14 \1 <br /> ® <br /> 120— <br /> z <br /> 0 <br /> IL <br /> CURVES OF %O SATURATION <br /> FOR SPECIFIC GRAVITY <br /> W 115 <br /> EQUAL Ti <br /> 2.75 <br /> 3 <br /> 2.70 <br /> 2.65 <br /> 2 <br /> ® 110 <br /> 10"S <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> AAallo AAaHo HARNEY LAND LANDFILL <br /> TEST METHOD TSS- TIGO- <br /> vOLUME of 20-1008-49 <br /> CYLINDER (CU.FT.D <br /> HAMMER WEIGHT (LBS-) B 1�2 . 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) 12 IG DRWN. BY DATE: JOB NO. PLATE NO. <br /> HAMMER BLOWS CHKD. BY: GSM DATE: 1008-4 50 <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and FOundatiOa En&eers <br /> COMPACTION ENERGY 12,40C. 56,300 EngineeringLaboratories <br /> (FT. LIS.PER CU.FT) <br /> 117 <br />