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14C SUMMARY OF TEST RESULTS <br /> #2 <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 116 . 4 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT t%) 15 . 1 <br /> uN1rIED Sal Clayey Sand ( SC ) <br /> CLASSIFICATION <br /> NATURAL WATER 8 . 7 <br /> CONTENT M) <br /> 130 LIQUID LIMIT 2 g <br /> PLASTIC LIMIT g <br /> O SPECIFIC GRAVITY <br /> O <br /> 125 <br /> V <br /> W <br /> CL <br /> w <br /> 2 <br /> O <br /> IL <br /> CURVES OF 100% SATURATION <br /> FOR SPECIFIC GRAVITY <br /> = EQUAL T0, <br /> W 113 2.75 <br /> 3 2.70 <br /> } 2.65 <br /> 2 <br /> O <br /> } <br /> ® 110 <br /> 105 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS CORRAL HOLLOW <br /> TEST METHOD AASHO AASHO SANITARY LANDFILL <br /> VOLUME Of TGG- TIDO- 20-1008-36 <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (La1La B 1/e 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M IG DAWN. By DATE: I JOB NO. MATE MOM <br /> HAMMER BLOWS CHKO. BY: DATE: <br /> PER LAYER <br /> J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS S 5 Soil and Foundation Enginsiers <br /> coMrACTION ENERGY 12,40C SGsoo Betin� lADoratoriAB <br /> (/T. LBS.PER CU.FT.) , <br />