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14C SUMMARY OF TEST RESULTS <br /> Brown sand with Ione Clay <br /> TEST SYMBOL A <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) 122 .0 <br /> OPTIMUM WATER <br /> CONTENT (%) 12 .0% <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> CONTENT� 11 .3% <br /> 130 <br /> LIQUID LIMIT <br /> PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> O <br /> U. <br /> ® 125 <br /> V <br /> W <br /> Q. <br /> � <br /> !20 IM" <br /> Z <br /> O <br /> CL <br /> CURVES OF 100% SATURATION <br /> FOR SPECIFIC GRAVITY <br /> = EQUAL TO= <br /> W 115 2.73 <br /> 3 2.70 <br /> 2.65 <br /> Z <br /> ® HO <br /> m�TN <br /> 105 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> TSS- TISO- <br /> VOLUME OF <br /> CYLINDER (CU.FT) <br /> HAMMER WEIGHT (Las) s Ik to COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) 1E Is oRWN. BY- GSM DATE: 11/0 3/9 31 JDa No. I PLATE NDI <br /> HAMMER •Lows CHKD. BY: GSM DATE: 11/03/93F1_00840 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER of LAYERS 3 5 Sail and Foundation EnIginsers <br /> COMPACTION ENERGY 12 40C 85300 EngineeringEngineeringJAboratorils <br /> (FT. LBS.PER CU.FT.) , , <br /> L-17 <br />