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14C SUMMARY OF TEST RESULTS <br /> Brown silty sand <br /> TEST SYMBOL. °A <br /> 135 TEST METHOD ASTM D-1557 <br /> MAXIMUM DRY <br /> DENSITY(PCF) 120 .8 <br /> OPTIMUM WATER 12 .5 % <br /> CONTENT 1%) <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> CONTENT WATER 13 .2 % <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> ® SPECIFIC GRAVITY <br /> W <br /> ® 125 <br /> V <br /> W <br /> 0. <br /> N 1 <br /> Z <br /> m <br /> O <br /> IL <br /> ( <br /> CURVES OF % SATURATION <br /> FOR SPECIFIC GRAVITY <br /> EQUAL TO= <br /> qp <br /> W IIS 2.75 <br /> 2.70 <br /> 2.65 <br /> H <br /> 2 <br /> } <br /> O 110- <br /> 001) <br /> 10000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> TGG- TISO- <br /> VOLUMME OF <br /> ® CYLINDER (CU.FT.) <br /> HAMMER WEIGHT (LBS.) a 1/1 IO COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) G I® DRWN. BY DATE: JOB NO. PLATE ND <br /> HAMMER BLOW$ CHKD. GY: GSM DATE:11 3 93 <br /> PER LAYER J. H. KLEIFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and FCRlndatiOn Ira <br /> COMPACTION ENERGY 12,40l 06,300 EngimrWg lAbOratorlas <br /> (FT. LBS.PER CU.FT.) <br /> L-17 <br />