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doe No. 781869 <br />ARMSTRONG ENGINEERS AND ASSOCIATES <br />TABLE 1 <br />SUMMARY OF LABORATORY TEST RESULTS <br />I <br /> <br />HOLE <br />DEPTH <br />MO S7URE <br />NADENS TYRY ATTERBERG LIMITS <br /> <br />uoulo vL~srle~Tr UNCONFINED <br /> <br />COMPRESSIVE DIRECT SHEAR TESTS <br /> <br />DUICK.,UNDRAINED <br />#P00 <br />SOIL TYPE <br />PENT. <br /> (FEET) (%) (pOp) LIMIT <br /> <br />ly.).. INDE1f <br /> <br />I~r.) STRENGTH <br /> <br />~ (PS.F) <br /> <br />~ ` COHESION <br /> <br />c <br />SIEVE <br />TEST <br />~1 4.0 3.5 119.9 N. V': N.P. 28 M ilt Sand 3 1 <br /> 9.0 4:9'. 109.7 N.V, N.P. 40. SM Silt Sand 0 1 <br /> 14.0 6.4 120.4 N.V. N.P. 41: SM,S It Sand 7 1 <br /> <br />~p2 4.0 4:8 ~ i1C Sa 2 1 <br /> 14.0 6.3 Silt Sand 2/1 <br /> *16.0 N.V. N.P. ~ 2 S t Sand <br /> <br />~p3 3.0 6.9 123.9 N.V.. N.P. ~ 53. ML Sand Silt 0 1 <br /> 13.0 4.9 109.4 'N.V. N.P. 50 ML d 1 1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />• *Auger Sample • Table Cpl • <br />