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14C SUMMARY OF TEST RESULTS <br /> Brown sandy silt with <br /> Ione Clay <br /> TESTS "All <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY 114 .0 <br /> DENSITY(PCF) <br /> OPTIMUM WATER <br /> CONTENT (X) 15 . 4 % <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL WATER 18 . 6 0 <br /> CONTENT C%) <br /> 130 <br /> LK1U10 LIMIT <br /> PLASTIC LIMIT <br /> 0 SPECIFIC GRAVITY <br /> W <br /> ® 125 <br /> V <br /> W <br /> CL <br /> N 1 <br /> Z <br /> 0 <br /> a <br /> I <br /> CURVES OF % SATURATION <br /> H FOR SPECIFIC GRAVITY <br /> EQUAL TOi <br /> W IIS 2.75 <br /> 3 2.70 <br /> 2.65 <br /> 2 <br /> ® 110- <br /> 100 <br /> 0 <br /> 101000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> TO*- TISO- <br /> VOLUME OF <br /> CYLINDER (CU.FT) <br /> HAMMER WRIGHT (LOS.) Blit . 10 COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) it IS DRWN. BY- GSM DATE: 1 1/3/913 Jos No. PLATE MC <br /> HAMMER BLOWS CHKO. BY*- DATE <br /> PER LAYER J. H. KLE1NFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 S Soil and FOIL On Eu&sers <br /> COMPACTION ENERGY 12,400 /0,30o Eu&"rtg Iaboratoriss <br /> (FT. LBS.PER CU.F7.) <br /> L-17 <br />