Table 5.4 Geotechnical Results of DM Samples in Waukegan Harbor Standard Atterberg Limits Direct Shear Compaction Moisture Organic Geotechnical Specific Opt. Max. Content Content Friction Properties Gravity Water Dry Cohesion LL (%) PI (%) (%) (%) Angle Content Density (psf) (deg.) (%) (pcf) Average 33.6 9.3 68 2.5 3.0 15 103.2 143 34.6 Maximum 49.8 17.6 121 2.7 7.9 15.6 106.4 200 35 Minimum 24.5 3.8 28.7 2.3 0.4 14.1 99.6 100 34.1 Number of Samples 7 9 44 3
Table 5.4 Geotechnical Results of DM Samples in Waukegan Harbor Geotechnical Properties Atterberg Limits Moisture Content (%) Specific Gravity Organic Content (%) Standard Compaction Direct Shear LL (%) PI (%) Opt. Water Content (%) Max. Dry Density (pcf) Cohesion (psf) Friction Angle (deg.) Average 33.6 9.3 68 2.5 3.0 15 103.2 143 34.6 Maximum 49.8 17.6 121 2.7 7.9 15.6 106.4 200 35 Minimum 24.5 3.8 28.7 2.3 0.4 14.1 99.6 100 34.1 Number of Samples 7 9 44 3
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