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COAL RUSE AP.EA <br />16EUiElf C~hltants, Inc. ~ PROJECT 18470 <br />CONSULTING GEOTECHNICAL SUMMARY OF LABORATORY TEST RESULTS N0. <br />AND MATERIALS ENGINEERS <br />t <br /> <br />~ <br /> <br />°z <br /> <br />o <br /> <br />= <br />J <br /> <br />w <br />LL <br />z <br />S <br />i ~ <br />a <br />r ^_ <br />~ W <br />J O <br />Z <br />i <br />ru <br />~ a <br />of _, <br />~ /_ <br /> <br />o <br /> <br />J w <br />~¢ <br />~ <br /> <br /> <br />TTERBERG <br />LIMITS <br /> <br /> <br />w <br /> <br />Z <br />ILL <br /> <br />m~ <br />~ ~ <br />N N <br />W <br />W Q <br /> <br /> <br />= <br /> <br />~ N <br />2 Z..-W <br /> <br />F <br />J <br />z w w rn <br />¢ <br />~ V W <br /> <br />r <br />r- <br />m <br /> <br />W <br /> <br /> <br /> <br />OIL DESCRIPTION <br />¢ <br />m f <br />~ d <br />d f- <br />~' <br />N 7v) <br />,- Z <br />20 7 <br />F~ <br />zf <br />LL <br />PI <br />PL <br />o H J <br />3a W¢ N O <br />NN <br />? ~ N H O <br />° <br />a? <br />W ¢ <br />n <br /> E ar <br />- <br />1 2-A 8-9 CA 98 4.7 TT SILT <br />1 3-A 3-14 CA 21 3 18 SLIGHTLY SANDY SILT <br />1 5-A <br />5-B 8_29 CA 97 9.8 79 GA SILTY CLAY, SLIGHTLY <br /> SANDY <br />1 8=B 58- CA 42 26 16 SILTY CLAY <br /> 58.5 <br />2 1-A 3-4 CA 83 5.3 SW LOOSE SILT AND FINE <br /> SAND <br />2 1-B 3-4 CA 88 4.1 CP K=3.2X LOOSE SILT AND FINE <br /> 10- CM/SE SAND <br />2 2-A B-g I:A' 97 5.5 65 GA SANDY SILT <br />2 2-B 8-9 CA 90 5.5 TP K=2.5X165 SANDY SILT <br /> CM/SEC <br />2 3-A 3-14 CA 95 5.4 78 TT, K=2.1X106 SILT, SLIGHTLY SANDY <br /> TP CM/SEC AND CLAYEY <br /> ,,, ~ ~~ <br />RF.1,1/76 <br />NOTE 1 - SAMPLE TYPE <br />BS - Boq Somple <br />AS - Auger Sample <br />ST - Shelby Tube Sa mplt <br />C4 - Calilornio Sample <br />RM - Remolded Sample <br />HD - Hond Drive <br />AD -Air Dried <br />NOTE 2 - SHEAR STRENGTH TESTS <br />C, -Unconfined Compression <br />CZ - Min ialure Vane SheOr <br />Cs - Pac kel Penetrometer <br />C~ - Pockel Vone <br />NOTE 3 - QODITIONAL TEST RESULTS ATTACHED <br />SW - Swell-Consolldotion Test <br />TT - Triaxial Test <br />PT - Proctor <br />GA - Gradation Anolysis <br />CT - Consolidotion Test <br />TABLE L_2 <br />