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14C SUMMARY OF TEST RESULTS <br /> Brown silty sand with <br /> Ione Clay <br /> _++ <br /> TEST SYN&M. n A" <br /> 135 I1 NA TEST MIETMOO ASTM D-1557 <br /> MAXIMUM ORY <br /> I I I I I OENmTY(PCF) <br /> or-nuu® WATER <br /> CONTEXT C%) 1-3 9 g <br /> UNIFIED SAIL <br /> CLASSIFICATION <br /> MATURAL WATER <br /> CONTENT C%) 2 . 8 1 <br /> 130 I I I I I I ( I ( L=10 LIMIT <br /> PLASTIC LIMIT <br /> sPEC:FlC VIAVITY <br /> O <br /> W <br /> V <br /> ® 125 <br /> ti <br /> V <br /> Ir <br /> W <br /> CL <br /> U) 120 <br /> 2 <br /> O <br /> CL <br /> B CURVES OF 100% SATURATIC <br /> }- FOR SPECIFIC GRAVITY <br /> S EQUAL TO- <br /> 115 2.73 <br /> 2.70 <br /> 2.65 <br /> F- <br /> Z <br /> } <br /> !z <br /> Q Ito <br /> 10'S <br /> I I I I I <br /> 1000 4 8 12 16 20 24 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS <br /> TfiT NETNOO AASNO AASMO <br /> Tst- TttO- <br /> VOLUIE OF <br /> ayunce <br /> ® <br /> MANNER M ONT (Llt.) S I/tt I® <br /> COMPACTION DIAGRAM <br /> MANNER DROP (IN.) at It ORION. BY I GSM DATE: 11/3/93 1 JOG NO. It <br /> MANNER BLOW$ CNKD: BY: GSM DATE: 1 / 1 A <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIAITI.,_ <br /> NUMBER OF LAYERS 3 6 Soil and Foandatton. MrE <br /> COMPACTION e"ERaYi2 aoc I ss,3oo Baring Labortt0rits <br /> (FT. Lfs. PSA LU.FT.) <br /> L-17 <br />