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14C SUMMARY OF TEST RESULTS <br /> Red-brown sandy clay <br /> with some gravel <br /> TEST SYMSOL Curve #3 <br /> 135 TEST METHOD ASTM, D-1557 <br /> MAXIMUM TY(PCF) 124. 9 <br /> OPTIMUM WATER <br /> CONTENT (%) 1.0 5 <br /> UNIFIED SOIL <br /> CLASSIFICATION CL` <br /> c"oNTENT WATER '11. 8 <br /> 130 <br /> LIQUID LIMIT 32 <br /> F- XN <br /> PLASTIC LIMIT 12 <br /> ® SPECIPIc GRAVITY <br /> O <br /> W <br /> m125 <br /> V <br /> W <br /> W <br /> N <br /> !20-- <br /> z <br /> D <br /> O <br /> CL <br /> ( CURVES OF IOD%® SATURATION <br /> FOR SPECIFIC GRAVITY <br /> = EQUAL TOd <br /> W IIS 2.T5 <br /> 2.70 <br /> t` 2.65 <br /> Z <br /> } <br /> ® IID <br /> 105 <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS CORRAL HOLLOW SEEING <br /> TEST METHOD AASHO AASHO SANITARY LANDFILL 14 <br /> TOO- TIDO• <br /> VOLUME OF 20-1008-36 <br /> CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LRS.) 5 Int Io COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) M t5 DAWN. BY DATE: JO6 N0. PLATE MD. <br /> HAMMER SLOW$ CHICO. BY: DATE: 5/23/95 36 <br /> PER LAYER <br /> J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 6 <br /> COMPACTION ENERGY Soil MadFOUnditionlAbo �r8 20-1008-3 <br /> (FT. LOS.PER CU.FT) 12,IDG 56,300 CID$I,EbOCMitOCLGM) <br /> 1-17 <br />