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14C SUMMARY OF TEST RESULTS <br /> Brown silty sand with <br /> Ione Clay <br /> TEST SYMBOL A�e <br /> 138 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) 117 . 1 <br /> OPTIMUM WATER <br /> CONTENT 1%) 13 . 9% <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATCONTENT�WATER 12 . 8 <br /> 130 <br /> LMfU10 LIMIT <br /> PLASTIC LIMIT <br /> 0 6PIC104C GRAVITY <br /> 4. <br /> ® 128 <br /> V <br /> cc <br /> W <br /> d <br /> V! 120 <br /> Z <br /> 0 <br /> CL <br /> CURVES OF 100% SATURATION <br /> FOR SPECIFIC GRAVITY <br /> = EQUAL TO$ <br /> W 113 2.78 <br /> 3 2.70 <br /> 2.68 <br /> N <br /> Z <br /> } <br /> cc <br /> in IIA <br /> 108 <br /> I000 4 6 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> T[OT METHOD AASHO AASHO <br /> TSS- TISO- <br /> VOLu1K Of <br /> CYuNo[R (cu.FT.) <br /> HAMMER WEIGHT (L.$) G I/: I® COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) IS 1• DRWN. BY- GSM DATE; 11/3N0. PLAT[ M0. <br /> HAMMER SLOWS CHKD: BY: GSM DATE: <br /> PER `APER J.. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS S S Soil and Foundation ED&Sers <br /> COMPACTION ENERGY 12,soc SG,SOO �eerft LAboratoriss <br /> (FT. LOS.PER CU.FT.) <br /> L-17 <br />