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14C SUMMARY OF TEST RESULTS <br /> #3 <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY -12 3 . 9 <br /> DENSITY(PC F) <br /> OPTIMUM WATER <br /> CONTENT f%) 10 . 5 <br /> UNIFIED SOIL Sandy Clay ( CL ) <br /> CLASSIFICATION <br /> NATURAL WATER 9 . 9 <br /> CONTENT (%) <br /> 130 LIQUID LIMIT 3 2 <br /> PLASTIC LIMIT 13 <br /> O SPECIFIC SMWff <br /> O <br /> 128 <br /> V <br /> W <br /> 0. <br /> 0 !20 <br /> Z <br /> O <br /> CL <br /> ( N Ix CURVES OF 100% SATURATION <br /> ►' FOR SPECIFIC GRAVITY <br /> = EQUAL TO= <br /> W IIS 2.75 <br /> 3 2.70 <br /> 2.65 <br /> 2 <br /> a <br /> ® 110 <br /> I000 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 /> TBS- TISO• <br /> VOLUME OF 20-1008-36 <br /> CYLINDER (CU.FT) k" <br /> HAMMER MONT (LBB.) B I/: Io COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) IE IB ORWN. BY I DATE: JOB N0. I PLATE 10 <br /> HAMMER BLOWS CHKO. BY. DATE: <br /> PER `APER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER Of LAYERS 3 6 SOIL and Foundation Engineers <br /> COMPACTION ENEReY 1 12,40(. St,3o0 ring Laborstori�es <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />