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ame <br />PROJECT: HB Project - 00486 -0003 Bowie Mine - GOB #3 JOB NO: 1351900116 <br />LOCATION: Paonia, CO WORK ORDER NO: 2 <br />MATERIAL TYPE: Native Soils LAB NO: 2 <br />SAMPLE SOURCE: Bowie Mine Gob #3 DATE SAMPLED: 3129/2014 <br />SAMPLE PREPARATION: Remolded to 90% of Max Dry Density and +-2% of Optimum Moisture <br />Max dry density D698A 89.3 pcf @ 15.2% opt. moisture <br />CONSOLIDATED UNDRAINED TRIAXIAL COMPRESSION TEST FOR COHESIVE SOILS (ASTM D4767) <br />25.0 <br />20.0 <br />a <br />v, 15.0 <br />m <br />0 <br />m <br />5.0 <br />Deviator Stress vs. Axial Strain <br />0.0 4 ! ! + 4--- ! I 4� <br />0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 <br />Axial Strain ( %) I Specimen A Specimen B <br />Specimen C <br />y 70.0 <br />a <br />y 60.0 <br />50.0 <br />a� <br />p`, 40.0 <br />m <br />$ 30.0 <br />a <br />E 20.0 <br />m <br />OF 10.0 <br />M <br />U 0.0 <br />wianye in rare rressure vs. axial strain <br />0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 <br />Axial Strain ( %) Specimen A Specimen B <br />_ Specimen C <br />14.0 Diagram <br />12.0 <br />10.0 <br />8.0 <br />W <br />a 6.0 <br />Q <br />4.0 <br />2.0 <br />0.0 - - -- - - --- - <br />0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 <br />P (Psi) Specimen A Specimen B <br />Specimen C <br />