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ARMSTRONG' ENGINEERS AND ASSOCIATES <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />JOB N0. <br /> <br />NA <br />RY ATTERBERG LIMITS UNCONFINED DIRECT SHEAR TESTS % <br />HOLE DEPTH MO 9TURE OENS 7Y <br />r.loulo <br />rl.~srlcirr <br />COMPRESSIVE <br />OUICN, UNDRAINED #200 SOIL TYPE PENT, <br /> (FEET) (%) (~~~) LIMIT <br />lx) IMD[X <br />l%) STRENGTH <br />(PSF) <br />~ COHESION <br />t IEVE TEST <br />1 3.5 1.3 Silt <br /> 4.5 Sand 0 12 <br /> 8.5 11.4 Sand & Gravel 2 12 <br /> 13.5 9.5 Coarse Sand & Gavel 0/6 <br /> 18.5 15.6 Cobbles 3/6 <br /> <br />2 3.5 3.2 Sand & Gravel 5/12 <br /> 8.5 Coarse Sand & Gravel 0/3 <br /> 14 5 20 2 Fine Sand & Silt 7 12 <br /> 24.5 12.1 Cobbles Sand & Gravel 17 1 <br /> <br />1k3 4.5 3.6 Sand & Gravel 9/12 <br /> 9.5 3.9 Cobbles 6/12 <br /> 19.5 12.9 ~ Cobbles 2 9 <br /> 24.5 ~ Coarse Sand & Gravel 7 1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Roadside Mine <br />Cameo, Colo. Table ~/1 <br />