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14C SUMMARY OF TEST RESULTS <br /> Brown silty sand with <br /> Ione Clay <br /> TEST SYMBOL A <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) 117 . 1 <br /> OPTIMUM WATER <br /> CONTENT ft) 13 . 9% <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> CONTENT w (AL %)R 12 .8 0 <br /> 130 <br /> LIQUID LIMIT <br /> PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> O <br /> W <br /> ® 125 <br /> V <br /> W <br /> CL <br /> N 1 <br /> Z <br /> n <br /> O <br /> CL <br /> 1 <br /> CURVES OF % SATURATION <br /> E' FOR SPECIFIC GRAVITY <br /> EQUAL TO: <br /> W 115 2.75 <br /> 3 2.TO <br /> 2.65 <br /> 2 <br /> } <br /> in MIO <br /> 105 <br /> I000 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 WIGHT (LBS-) a Ih ID COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It I® ORwH. BY- GSM DATE: 11/3/93 1 Fos NO. PLATE NO. <br /> HAMMER BLEW CHKO: BY: GSM DATE <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation Enoneers <br /> COMPACTION ENERGY 1 12,40G Ss,3oo En&serWg Laboratories <br /> (FT.LBS.PER CU.FT.) <br /> L-17 <br />