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Table 2 <br /> Summary of Strength, Compaction, and Permeability Results <br /> Effective Strength Total Strength Compaction <br /> Sample Unconfined Optimum Max. <br /> Depth Compressive Moisture Dry <br /> Boring/Test Sample Interval General Material O' c mT CT Strength Content Density Permeability <br /> Pit ID ID(') (ft) Description (deg.) (psf) (deg.) (psf) (psf) M (pcf) (cm/s) <br /> ALLUVIUM <br /> BE-113 CA-3 9.52-9.85 Lean Clay 10,800 <br /> BE-115 CA-4 14.33-14.67 Lean Clay with Sand 3,900 <br /> TP-3 BU-1 1.0-5.0 Sandy Lean Clay 24.3 228 17.9 109.2 1.1 E-07 <br /> Composite-1(2) 1 1.0-10.5 Lean Clay 25.4 192 18.1 108.4 4.9 E-06 <br /> PIERRE SHALE <br /> BE-104 R 37.3-37.9 Claystone 7,810 <br /> 131 <br /> BE-106 R 38.3-38.9 Sandy Claystone 123,000 <br /> BE-110 R 35.5-36.4 Sandy Claystone 79,700 <br /> BE-111 R 35.6-36.5 Sandy Claystone 65,600 <br /> BE-114 R 52.2-52.9 Claystone 92,300 <br /> Notes: <br /> 1. BU = Bulk, CA=California Sampler, R= Core Run. <br /> 2. Composite-1 consists of a mixture of TP-1, BU-1, 1.0-10.5 ft. and TP-6, BU-1, 1.0-3.0 ft. <br /> 3. Sample fractured prior to testing. <br /> P:\13101- Blue Grass Reservoir\Engi nee ring\Geotechnica1\13101_Data_Tables.xls <br />