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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #32 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 125 .0 <br /> OPTIMUM WATER 10 .5 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION ML — CL <br /> NATcCONTENNT WATERAL ) 11 .8 <br /> 130 <br /> LIQUID LIMIT 21 <br /> PLASTIC LIMIT 15 <br /> ® SPECIFIC GRAVITY <br /> ® 125 <br /> V <br /> fr <br /> W <br /> IL <br /> U) <br /> 120 <br /> Z <br /> D <br /> O <br /> IL <br /> t <br /> CURVES OF %Q SATURATION <br /> ~ R L TIC GRAVITY <br /> EQOs <br /> W 115 2.75 <br /> $ <br /> 2.70 <br /> 2.68 <br /> Z <br /> ® 110 <br /> I VK <br /> 105-- <br /> 1000L <br /> OSImo® 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 /> TBB- TIaO- <br /> VOLUME OF 20-1008-49 <br /> CYUNDtR (CU.FT.D <br /> HAMMER WEIGHT (LBB) a lie ID COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) 12 IG ORION. BY, DATE: JOB NO. FPLATI NO. <br /> HAMMER SLOW$ CHKD. BY: DATE: 33 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS S a Soil and Foundation EnginB6rs <br /> COMPACTION ENERGY 12,40C aa,300 En&oerWg lAboratoriBs <br /> (FT. LBS.PER CU.FT) <br /> L-17 <br />