Laserfiche WebLink
:. .. <br /> <br />w <br />a <br />w <br />H <br />to <br />Q <br />w <br />2 <br />rn <br />a <br />Nw <br />CL <br />w <br />2 <br />a <br />w <br />x <br />rn <br />SOIL TYPE GC # I <br />TEST SUMMARY <br />CONSOLIDATED, DRAINED - (CD) <br />REMOLDED 9PECIMEN9 <br />PEAK RESID. <br />PHI Angle (deg.): 23.2 21.9 <br />Tan. of PHI Angle: 0.429 0.401 <br />Cohesion (pef) Apparent 249 143 <br />DIRECT SHEAR TEST, ASTM D-3080 <br />- Ina <br />Ohio Crt~ek, Gunnison County, Colo. <br />LINCOLN - DeVORE, Inc. KG e d JuncUonl COGP D9-21-95 <br />Geotechnical Consultants Job No. Sample Tech. <br />Grand Junction, COlOredO 84145-J GC i RL <br />Trial <br /># Normal <br />Load Ultimat <br />Loed Residue <br />Load Void <br />Ratio Initial <br />Density Initial <br />H2O Final <br />Density Final <br />H2O Sat. <br />% <br />1 520 467 366 0.829 89.4 23.1 89.4 27.2 0.9 <br />2 923 662 495 0.812 90.2 21.9 80.2 25.4 0.8 <br />3 2126 1159 1001 0.823 89.7 22.6 89.7 25.7 O.B <br />0 500 1000 1500 2000 2500 <br />NORMAL STRESS (psf) <br />TEST STRAIN (inch) <br />