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14C SUMMARY OF TEST RESULTS <br /> NAA <br /> Red-brown sandy clay <br /> TEST SYMBOL #14 <br /> 135 TEST METHOD ASTM D- "__ <br /> MAXIMUM DRY <br /> DENSITY(PCF) 126 .5 <br /> OPTIMUM WATER 10_. 3 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION ML—CL <br /> NATURAL WATER 10.4 <br /> CONTENT t%) <br /> 130 LIQUID LIMIT -19 <br /> PLASTIC LIMIT 13 <br /> O SPECIFIC GRAVITY <br /> O <br /> U. <br /> ® 125 <br /> V <br /> W <br /> a <br /> N 1 <br /> 2 <br /> m <br /> O <br /> 0. <br /> ( <br /> CURVES OF 1 SATURATION <br /> �- FOR SPECIFIC GRAVITY <br /> EQUAL TO, <br /> W 115 2.75 <br /> 3 2.70 <br /> 2.65 <br /> Z <br /> !r <br /> ® 110 <br /> 105 <br /> ISO 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS HARNEY LANE LANDFILL <br /> TEST METHOD AASHO AASHO <br /> TSS- TIGO- <br /> VOLUME OF 20-1008-49 <br /> CYLINDER (CU.FT.) ®/� �+ * pg /�p�®p <br /> HAMMER WEIGHT (LBS.) S I/1 . to COMPACTION DiAGRA <br /> HAMMER CROP (IN.) IS Is ORWN. BY I DATE: JOS NO. PLATE M <br /> HAMMER BLOW$ CHKO. BY. DATE 1 15 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 t) Soil and Foundation Engineers <br /> COMPACTION ENERGY I2,40L 56,300 IAboratories <br /> (FT. LBS.PER CU.FT) <br />