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140 SUMMARY OF TEST RESULTS <br /> CURVE # 2 <br /> TEST SYMBOL ASTM A <br /> 135 TEST METHOD D-1557-78 <br /> MAXIMUM DRY 12 4 9 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 9 . 6 <br /> CONTENT (96) <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL(WATER <br /> 11 . 4 <br /> 130 LIQUID LIMIT <br /> PLASTIC LIMIT <br /> H <br /> O SPECIFIC GRAVITY <br /> O <br /> 4. <br /> Red-Brown silty sand <br /> m125 with Ione Clay <br /> V <br /> tr <br /> W <br /> CL <br /> ® 12 <br /> Z <br /> D <br /> O <br /> (L <br /> ( CURVES OF 100% SATURATION <br /> F- FOR SPECIFIC GRAVITY <br /> E L TO,5 2.75 <br /> 2.70 <br /> 2.65 <br /> f` <br /> 2 <br /> } <br /> ® 110 <br /> 105 <br /> 1000 4 g 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASHO AASHO <br /> Teo- TISO- <br /> VOLUME OF <br /> NDE* (CU.FT) <br /> MER WEIGHT (LBB-) is I/2 10 COMPACTION DIAGRAM <br /> HAMMER DROP (IN.) IS DRWN. BY DATE: 08-1894 JOG $40. PLATE Na <br /> HAMMER BLOW$ CHKD. sY: GSM DATE:08-18-94 <br /> PER LAYER J. H. KLEIFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS 3 a Soil and FOU)idatiOn Digineers <br /> COMPACTION ENERGY 12,40C aG,300 Osri j I.Aboratorils <br /> (FT. LBS.PER CU.FT.) <br /> 1 17 <br />