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F <br /> C SUMMARY OF TEST RESULTS <br /> O <br /> Red-brown sand clay <br /> TEST SYMBOL #25 <br /> 138 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 117 . 8 <br /> OPTIMUM WATER <br /> CONTENT 1%) 12 .5 <br /> UNIFIED SOL <br /> CLASSIFICATION CL <br /> CONTENT AL WATER <br /> 15 .5 <br /> 130 LIQUID LIMIT 26 <br /> PLASTIC LIMIT <br /> } <br /> 0 SPECIFIC GRAVITY <br /> 0 <br /> 4. <br /> ® 128 <br /> V ' <br /> NAA <br /> W <br /> a <br /> FA <br /> 120— <br /> z <br /> 0 <br /> CL <br /> CURVES OF %O SATURATION <br /> E R LTO IC GRAVITY <br /> W 118 2.78 <br /> 2.70 <br /> 2.68 <br /> Z <br /> } <br /> a <br /> 0 110 <br /> 108 <br /> Imo® 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 /> Tff- TIfOit <br /> - <br /> VOLUM <br /> CYUNE of 20-1008-49 1k <br /> CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LIS.) $ 1/t 10 COMPACTION <br /> MPACTION DIAGpA <br /> HAMMER DROP (IN.) M IG DRWN. BY$ DATE: JOB NO. I PLATE NQ <br /> HAMMER BLOW$ CHKO. BY: DATE 1 26 <br /> PER LAYER J. N. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and Foundation En&Gers <br /> COMPACTION ENERGY 12,40-(L 66,300 En&seft Laboratories <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />