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14C SUMMARY OF TEST RESULTS <br /> Brown silty sand <br /> TEST SYMaOL "All <br /> 135 TEST METHOD ASTM D-1357 <br /> MAXWUM OKY <br /> 2ENSITY(PCF) 120 . 8 <br /> CPTIum WATER 12 . 30-8 <br /> CONTENT (%) <br /> UNIFIED SOIL <br /> CLASSIFICATION <br /> NATURAL WATER <br /> CONTENT (x) 13 . 2 % <br /> 180 I I I I I I I LMIO LIMIT <br /> I ( I \ \ X PLASTIC LIMIT <br /> T7 <br /> 1- <br /> Q I I I �PEGiFlC WIAVI <br /> O <br /> ® 125 <br /> V <br /> W <br /> N 120 <br /> Z <br /> O <br /> a <br /> I CURVES OF 100%O SATURATIOF <br /> }- FOR SPECIFIC GRAVITY <br /> EQUAL T01 <br /> AMIN, 115 2.78 <br /> 2.70 <br /> 2.63 <br /> F- <br /> 2 <br /> } <br /> ® 110 <br /> 108 <br /> 100 24 <br /> 0 4 <br /> g 12 16 I 20 <br /> WATER CONTENT - PERCENT OF DRY WEIGHT <br /> DESCRIPTION OF TESTS MEMBER <br /> TEST METHOD AASHO AASHO <br /> TSG- TIDO- <br /> VOLUNK OF <br /> CYL)NOER (6U.FT.) <br /> MANNER WEIGHT (LAA-) s I,$ to COMPACTION DIAGRAM <br /> MANNER DROP (IN.) It It DRWN. aYs (ZzIA OATS: 7:39:3JOa MO. R <br /> MANNER aLows cHKo. my: GSM DATE:11/3 93 <br /> PER LAYER J. H. KLEINFELDER AND ASSOCIATE. <br /> MUMMER OF LAYERS 3 S Sod and Fmnd&dOn EO&GOrs , <br /> COMPACTION ENERGYN �.i1)012�OI�i <br /> (FT. Lai. PER cu.FT.) 12.40c 36,300 <br />