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140 SUmMARY OF TEST RESULTS <br /> Curve # 3 <br /> TEST GYMBOL ASTM A <br /> 5 TEST METHOD D R Y <br /> MAxwuM DRY 124 . 9 <br /> DENSITY(PCF) <br /> OPTIMUM WATER 11 . 2 <br /> CONTENT ('16) <br /> UNIFIED COIL Clay <br /> CLASSIFICATION <br /> NATURAL WATER 13 . 6 <br /> CONTENT M <br /> 130 CONTENT <br /> LIMIT <br /> PLASTIC LIMIT <br /> O SPECIFIC GRAVITY <br /> v Red-Brown silty sand <br /> ® 125with Ione Clay <br /> oe <br /> U <br /> W <br /> IL <br /> p 12 <br /> Z <br /> O <br /> o. <br /> CURVES OF % SATURATION <br /> 1— FOR SPECIFIC GRAVITY <br /> EQUAL Te <br /> 5 .T5 <br /> 2.70 <br /> 2.65 <br /> H <br /> Z <br /> ® 110 <br /> 105 <br /> NAN <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT — PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TEST METHOD AASNO AASNO <br /> TGG- TIGO- <br /> VOLUME OF <br /> NOIR (CU.FT) <br /> IR WKISHT (LBS.) G 1/2 10 COMPACTION DIAGRAM <br /> IMAMNIER <br /> ER DROP (IN.) It 1® DAWN, BY, DATE: — — JOB No. PLATE M0 <br /> BLOwG CNKO. BY. GSM DATE:0 8PERLAYER J. N. KLEINFELDER AND ASSOCIATES <br /> NUMBER OF LAYERS ! B Sail and FOUDdatlDn En&"rS <br /> COMPACTION !M[RBY 12,•OC GG,SOO rt6Q Laboratories <br /> (FT. LBS.PEA CU.FT.) <br /> L-17 <br />