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CHEN AND ASSOCIATES Job No. 20,084 <br />TABLE I <br />SUMMARY OF LABORATORY TEST RESULTS <br />Page 1 of 2 <br /> NATURAL NATURAL DRY ATTERBERGLIMIT$ UNCONfINED GRADATION <br />MOLE DEPTH <br />(FEET) MOISTURE <br />(,~~) DENSITY <br />(PCrI lI0uI0 <br />LIMIT <br />(xl rlASTItITT <br />IND[11 <br />(vl MPRESSIVE <br />STRENGTH <br />(P SF) <br />t~ -4 <br />t200 <br />-200 SOIL TTPE <br />R-I 19,0 13.5 81,9 26 38 36 Coal Refuse <br /> 29,0 9,4 86,0 2 46 52 Coal Refuse <br /> 39.0 11.9 82,0 NP 0 25 75 Coal Refuse <br /> <br />R-2 9,0 9,2 89.5 26 51 23 Coal Refuse <br /> 19,0 20,9 79.2 0 30 70 Coal Refuse <br /> <br />R-3 4,0 13.5 82,9 0 47 53 Coal Refuse <br /> 9,0 7,1 91,1 NP Coal Refuse <br /> 25.0 10.9 76,6 5 42. 53 Coal Refuse <br /> 35.0 13.5 119,6 Silty t Sandy Clay <br /> 49,0 7,2 119,8 0 21 79 Cla stone Bedrock <br /> <br />R-4 19,0 10,5 126,9 4 46 50 Silt 6 Sand CI <br /> 29,0 II,0 104,9 18 52 30 Coal Refuse <br /> <br />R-5 9.0 16,8 79,0 6 42 52 Coal Refuse <br /> 19,0 11.0 120,3 28 II 6 280 Sllt E Sand Cla <br /> <br />Bucket //4 After 64 2, Coal Refuse <br /> <br />Bucket l13 <br />o <br />Coal Refuse <br /> <br />• • • f•-. <br />