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14C SUMMARY OF TEST RESULTS <br /> Brown sand with Ione Clay <br /> TEST SYMBOL °A n <br /> 135TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) 122 .0 <br /> OPTIMUM WATER <br /> CONTENT 1%) 12 .0% <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> CONTENT AL WATER <br /> 130 TT C%) 11 . 3% <br /> LIQUID LIMIT <br /> F PLASTIC LIMIT <br /> 0 SPECIFIC GRAVITY <br /> W <br /> ® 125 <br /> V <br /> W <br /> 4. <br /> N 120— <br /> z <br /> 0 <br /> CL <br /> ( <br /> CURVES OF %® SATURATION <br /> EOR L TOSPECIFIC GRAVITY <br /> W 113 2.75 <br /> 2.70 <br /> 2.65 <br /> Z <br /> ® 110— <br /> !05 <br /> 100 — t4+ <br /> 0 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> TGG- TIGO- <br /> VOLUME OF <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (LBS.) $ 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IG DRWN. BY i GSM DATE: 11/03/93 L JOB NO. PLATE NO, <br /> HAMMER BLOW$ CHKO. BY. GSM DATE: 11/03/931100849 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 6 Soil and Foundation En&eers <br /> COMPACTION ENERGY 12 Eugimdug 1AboratoriGs <br /> (FT.LBS.PER CU.FT.) <br /> L-17 <br />