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14C SUMMARY OF TEST RESULTS <br /> #5 <br /> TEST SYMBOL <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY <br /> DENSITY(PCF) 123 . 9 <br /> OPTIMUM NATER 11 . 4 <br /> CONTENT C%) <br /> UNIFIED SOIL <br /> CLASSIFICATION SANDY CLAY ( CL ) <br /> NATURAL NATER 13 . 5 <br /> CONTENT C%) <br /> 130 LIOUID LIMIT 30 <br /> PLASTIC LIMIT 12 <br /> H <br /> ® SPECIFIC SRAVITY <br /> ® I25 <br /> V <br /> W <br /> d <br /> N I <br /> t� <br /> Z <br /> t3. <br /> CURVES OF 100% SATURATION <br /> F' FOR SPECIFIC GRAVITY <br /> = EQUAL TO' <br /> W 115 .75 <br /> 2J0 <br /> } 2.65 <br /> 25 <br /> Z <br /> } <br /> cc <br /> O 110 <br /> 105 <br /> Ioo0 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS CORRAL HOLLOW <br /> TEST METHOD AAsaoAASHO <br /> Tts- TISOso- <br /> SANITARY LANDFILL <br /> VOLUME OF 20-1008-36 <br /> CYLINDER (CU.FT) <br /> HAMMER MEItHT (LBS.) a I/1 Io COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) Is I• ORNN. By DATE: PLATE NO. <br /> HAMMER @LOWS CHKO. BY: DATE: <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation) n&sers <br /> COMPACTION ENERGY 12,400 aS,300 swing Laboratories <br /> (FT. LOS.PER CU.FTI <br />