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. ~ Woodward-Clyde <br />Consultants <br />WOODWARD-CLYDE CONSULTANTS <br />TABLE I <br />SUMMARY OF LABORATORY TEST-RESULTS <br />R.J. IRISI-I CONSULTING ENGINEERING GEOLOGIST, INC. <br />TROUT CREEK DAM, BUENA VISTA, COLORADO <br />NOVEMBER 23, 1992 <br />PROJECT NO. 23161G-T100 <br />Drill Hole No. DHM-2 DHM-2 DHM-3 DH-4 <br />Depth, feet 56.0 7S.S 30.5 44.0 <br />Specimen Diameter, in 2.390 2.395 2.388 2.389 <br />Specimen Length, in 3.841 4.961 4.920 4.930 <br />Length-to-Diameter Ratio 1.61• 2.07 2.06 2.06 <br />Rate of Loading, psi/sec 56 27 28 89 <br />Moisture Condition As-received As-received As-receivcd As-received <br />Unit Weight, pcf 161.9 161.9 169.4 162.7 <br />Failure Load, Ib 67,000 41,500 83,500 57,700 <br />Unconfined Compressive 14,930 9,210 18,640 12,870 <br />Strength, psi <br />Unco~ned Compressive 14,510• -- -- -~ <br />Strength, psi, computed for an <br />equivalent L/D=2 specimen <br />2JI61G/LELTI Q-W-97(8:57am)/RPi' Sheet ] Of ] <br />