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<br />Appendix C -Laboratory Test Results <br />C.1 Atterberg Limits <br />C.2 Mechanical Grain Size Analysis with Hydrometer <br />C.3 Proctor Compaction -Standard <br />C.4 Unconfined Compressive Strength <br />C.5 Hydraulic Conductivity, Triaxial Back Pressure Method <br />C.6 Triaxial Shear, Consolidated, Undrained <br />Figure C.1 Effective Stress Paths and Failure Envelope, "New" Embankment <br />Material <br /> <br />Figure C.2 Undrained Strength versus Consolidation Stress, "New" Embankment <br />Material <br />Figure C.3 Effective Stress Paths and Failure Envelope, "Old" Embankment <br />Material <br />Figure C.4 Undrained Strength versus Consolidation Stress, 'Old" Embankment <br />Material <br />Figure C.5 Effective Stress Path and Failure Envelope, Foundation Material <br />Figure C.6 Undrained Strength versus Consolidation Stress, Foundation Material <br /> <br />C.7 Consolidation <br />GEI Consultants, Inc. <br />