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14C SUMMARY OF TEST RESULTS <br /> ® <br /> Red-brown sandy clay <br /> TEST SYMBOL #33 <br /> 135 TEST METHOD ASTM D-1557 "A" <br /> MAXIMUM DRY 118.0 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 11.2 <br /> CONTENT (%) <br /> UNIFIED SOIL ML — CL <br /> CLASSIFICATION <br /> NATURAL WATER 11 . 8 <br /> CONTENT (%) <br /> 150 - LIQUID LIMIT 2 Q <br /> PLASTIC LIMIT 15 <br /> ® SPECIFIC GRAVITY <br /> IL <br /> ® 125 <br /> V <br /> W <br /> � 1 <br /> Z <br /> 3 <br /> O <br /> IL <br /> CURVES OF °/p SATURATION <br /> F- FOR SPECIFIC GRAVITY <br /> E L T • <br /> W 115 2.73 <br /> 3 2.70 <br /> Z <br /> } <br /> ® 110 <br /> 108 <br /> 1 1 <br /> 1000 4 a 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS EARE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> TSI- TIGO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FL) ::71 <br /> HAMMER WEIGHT (LBB.) a I/t 10 COMPACTION ION DIAGRA <br /> HAMMER DROP (IN.) I! IG DRWN. By DATE. JOB NO. I PLATE M <br /> HAMMER BLOWS CHKD. BY: DATE: 34 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and Foundation GGTP <br /> COMPACTION ENERGY 12,40C 86,300 Engineering Laboratories <br /> (FT. LBS.PER CU.FT.) <br /> 1 17 <br />