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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> TEST SYMBOL #9 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 117 .0 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 12 . 9 <br /> CONTENT (%) <br /> UNIFIED SOIL CL <br /> CLASSIFICATION <br /> NATURAL WATER 15 .2 <br /> CONTENT MW <br /> 130 <br /> LIQUID LIMIT 27 <br /> PLASTIC LIMIT 20 <br /> H <br /> O SPECIFIC GRAVITY <br /> O <br /> ® 125 <br /> (J <br /> W <br /> CL <br /> N 1 <br /> 2 <br /> O <br /> CL <br /> 1 CURVES OF %® SATURATION <br /> F- FOR SPECIFIC GRAVITY <br /> E L T03 <br /> W 113 2.75, <br /> 2.70 <br /> 2.68 <br /> F- <br /> Z <br /> } <br /> ® 110- <br /> 105-- <br /> 100OL-- <br /> 4 6 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- T190- <br /> VOLUME <br /> OF 20-1008-49 <br /> CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LBS.) B 1/i , 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) is Is DRWN. BY a DATE: JOB N0. KATE Na <br /> HAMMER SLOW$ CHKO. BY. DATE: 10 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 $ Sall and Foundation Dx&eerx <br /> COMPACTION ENERGY 1240( Ss300 IAboratories <br /> (FT. LOS.PER CU FT.) , , <br /> L-17 <br />