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r14C SUMMARY OF TEST RESULTS <br /> Brown sand with Ione C1e <br /> TEST SYMYOL A <br /> 135 I TEST METHOD ASTM D-1557 <br /> MAxwUM DRY <br /> Oc"SITY(PCFI 122 . 0 <br /> OPTIMUM MATER <br /> CONTENT (%) 12 .0% <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL WATER <br /> CONTENT (X) 3 <br /> 130 I I I I I I I I L=10 LIMIT <br /> PLASTIC LIMIT <br /> O ( I I I SPECIFIC GRAVITY <br /> O <br /> U. <br /> v <br /> ® 12S <br /> U <br /> IY <br /> W <br /> (L <br /> N 120 <br /> 2 <br /> m <br /> O <br /> CL <br /> CURVES OF 100% SATURATION <br /> }- FOR SPECIFIC GRAVITY <br /> EQUAL TO= <br /> W I2.T5 <br /> IS <br /> 2.70 <br /> 2.65 <br /> F- <br /> Z <br /> } <br /> !r <br /> G 110 <br /> 105 <br /> I I I <br /> I I <br /> 1000 4 g 12 16 20 24 <br /> WATER CONTENT - PERCENT OF ORY WEIGHT <br /> DESCRIPTION OF TESTS <br /> AASHO AASHO <br /> TETT METHOD 8 <br /> T19- TIiO- <br /> i <br /> VOLUME OF <br /> CYLINOER (CU.FT) <br /> NAMMER WEIGHT (Les.) a •SRI •O COMPACTION DIAGRAM <br /> HAMMER CROP (IN.) Is Ie DRwN. eY, GSM DATE: 11/0 3 <br /> HAMMER ®Lows CHKO. BY: GSM OATS: 1 I 0 3 9 3 a <br /> PER LAYER J. H. KLEIFELDER AND ASSOCIATE <br /> NUMSER OF LAYERS 3 S Soil and FOnndadcm E44nurs . <br /> COMPACTION ENERGY 12,♦OL { 36,300 Eoeneering LahOTfltOTlet <br /> (FT. LIES. PER Cu.FT) I <br /> L.17 <br />