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• <br />ARMSTRONG ENGINEER~ND ASSOCIATES <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br /> <br />HOLE <br />DEPTH NATURAL <br />MOISTURE NATURAL DRY <br />DENSITY ATTERBERGLIMITS <br />Lloulo pL~srlclrr UNCONFINED <br />COMPRESSIVE DIRECT SHEAR TESTS <br />DUICK,UNDRAINED PAS°S <br />#200 <br />SOIL TYPE STD. <br />PENT. <br /> (FEET) (%) (pCF) LINIT <br />l°.c) INOCx <br />lq°1 STRENGTH <br />(PSFj ~ COHESION <br />C SIEVE TEST <br />DH 5 *10.0 4,2 Sand Silt 25/1 <br /> 20.0 5,4 , Sandy Silt 28/1 <br /> 30.0 10 0 117.3 3490 Sand silt w s se <br /> 1 Fine Sand 16 1 <br /> 50.0 19.0 Fine Sil Sand 15/1 <br /> Gravel & Cobbles 34 6 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />* Denotes Fill GE}C-Colorado <br />New Reclaim ltamel <br />Cameo, Col~ado Table Cpl (Cont. ) <br />