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14C SUMMARY OF TEST RESULTS <br /> Light brown sandy clay <br /> with some gravel <br /> TEST SYMBOL Curve #4 <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) <br /> OPTIMUM WATER 9 . 5 <br /> CONTENT C%) <br /> UNIFIED SOIL <br /> CLASSIFICATION CL.1111 <br /> NATURACONTENT W <br /> WATER <br /> 130 (%) 14. 0 <br /> LIQUID LIMIT 35 <br /> PLASTIC LIMIT 12 <br /> ®O SPECIFIC GRAVITY <br /> W <br /> ® 128 <br /> V <br /> W <br /> a <br /> (/f 1 <br /> O <br /> 2 <br /> n <br /> O <br /> IL <br /> CURVES OF 100% SATURATION <br /> = FOR SPECIFIC GRAVITY <br /> W IIS EQUAL TO= <br /> 2.75 <br /> 2.70 <br /> 2.68 <br /> 2 <br /> O 110 <br /> 108 <br /> LLr_ <br /> 1O00 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS CORRAL HOLLOW <br /> TEST METHS AASHO AASHO SANITARY LANDFILL <br /> TSS- TIDO- 20-1008-36 <br /> VOLUME OF <br /> CYLINDER (CU.FT) <br /> MANNER WEIGHT (LBS) G I/= 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) a IG DRWN. BY DATE JOB NO. PLATE M0. <br /> HAMMER SLOWS CHKD. BY. DATE: 5/23/95 1 1 UR 136 <br /> PER LAYER <br /> J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 9 S Soil and FOundatlon Engineers <br /> COMPACTION ENERGY 12,40(. 86,300 En&eerftLAboratories 20-1008-36 <br /> (FT. LBS.PER CU.FT.) <br />