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14C SUMMARY OF TEST RESULTS <br /> Red—brown silty sand <br /> TEST SYMBOL 451 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 117.7 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 10.5 <br /> CONTENT (%) <br /> UNIFIED SOIL SM <br /> CLASSIFICATION <br /> CONTENT Wt%)R 115.2 <br /> ER <br /> 130 <br /> LIOt110 LIMIT <br /> } PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> W <br /> Q ti <br /> ® 125 <br /> EJ <br /> W <br /> (1. <br /> 120-- <br /> z <br /> IL <br /> 1 CURVES OF % SATURATION <br /> H EOR SPECIL T®FIC GRAVITY <br /> W 115 2.75 <br /> 2.70 <br /> 2.6!5 <br /> Z <br /> } <br /> Q.' <br /> ® 110 <br /> 105 <br /> 1 1 1 HE I I I I I I I I I I I I\'K�6 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO HARNEY LANE LANDFILL <br /> TOO- TIGO- <br /> VOLUME of 20-1008-49 <br /> crunoER (cu.FT.) <br /> lk" <br /> HAMMER WEIGHT (LBS-) $ I/t 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IB DRWN. BY- DATE JOB NO.IPLATE NO, <br /> HAMMER BLOW$ CHKO. BY: GSM DATE <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S 5011 and Foundation Enghmrs <br /> COMPACTION ENERGY 12,40C 66,300 BBrW IAbOrat°rils <br /> (FT. LBS.PER CU.FT) <br /> 1.17 <br />