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ARMSTRONG' ENGINEEF~AND ASSOCIATES • <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br /> <br /> <br />HOLE <br />DEPTH <br />NATURAL <br />MOISTURE <br />NATURAL DRY <br />DENSITY ATTERBERG LIMITS <br /> <br />~iouio r~~ericlrr UNCONFINED <br /> <br />COMPRESSIVE DIRECT SHEAR TESTS <br /> <br />QUICK, UNDRAINED % <br />PASS, <br />#200 <br /> <br />301E TYPE STD. <br /> <br />PENT. <br /> (FEET) (%) (pip) LIMIT <br />(%) index <br />(y,) STRENGTH <br />(PS F) ~ COHESION <br />C SIEVE TEST <br />DH 1 3.0 3.5 Sil Sand 7/12 <br /> g,p 7,8 Coarse Gravel 5/6 <br /> 13.p Cobbles & Gravel 5/6 <br /> 18.0 12.7 Cobbles & Gravel 5/1 <br /> 23.0 Cobbles & Gravel 5/3 <br /> <br />IH~{/2 3.0 4.9 Sand w/Sparse Gravel /12 <br /> 8 0 5 5 Sand w S azse Gravel 4 12 <br /> 13.0 7.9 Silty Sand 0/12 <br /> 18.0 8.3 Sil Sand 3/12 <br /> 28.0 6.8 Gravel & Cobbles 6/6 <br /> <br />1H 3 * 8.0 5.3 Silt w/S arse Gravel 2/12 <br /> *18.0 5.0 116.6 2186 Silt w/Spazse Gravel 3/12 <br /> *28.0 4.1 Silt Little Clay 2/1 <br /> *38.0 7.2 Silty Clay 6/1 <br /> 48.0 18.1 115.0 •2166 Silty Clayw/finesand 4/1 <br /> 58.0 9.4 Gravel ~ Cobbles 7/1 <br /> <br />DH * 9.0 3.5 Sil Sand 1/1 <br /> 1 7 4 12 .0 26 767 Sil Sand w little 0 1 <br /> 29.0 6.8 Sil Sand w ~ ay <br /> 54,0 Gravel ~ Cobb s"e 5/3 <br />*Denotes Fill ~ ~cQaunoTlumel <br />Cameo Colorado Table ~~1 <br />