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F <br /> C SUMMARY OF TEST RESULTS <br /> Brown sandy silt with <br /> Ione Cla <br /> TEST SYMBOL n A n <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY 114 .0 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT (%) 15 .4 <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL CONTENT CWATER 18 . 6 0 <br /> 130 <br /> LIQUID LIMIT <br /> PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> O <br /> W <br /> ® 125 <br /> V <br /> f� <br /> W <br /> 4. <br /> !20 <br /> Z <br /> O <br /> IL <br /> 1 CURVES OF 100% SATURATION <br /> N' FOR SPECIFIC GRAVITY <br /> = <br /> EQUAL TO= <br /> W 115 2.75 <br /> 3 2.70 <br /> } 2.65 <br /> Z <br /> } <br /> ® 110 <br /> 105 <br /> 1000L- <br /> 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> TSS- TIGO- <br /> VOLUME OF <br /> CYLINDER (CU.FT) <br /> HAMMER WEIfHT (LBS) S Int Io COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) It IS DRWN. BY GSM DATE: 11/3/93 JOB NO. PLATE Na <br /> HAMMER BLOWS CHKO. BY: OATS <br /> PER LAYER J. H. KLEINFEI DER AND ASSO IATES <br /> NUMBER OF LAYERS 3 f Soil and Foundation EngiMrg <br /> COMPACTION ENERGY 12,40(. 56,300 eering IAboratorift <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />