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<br />I <br /> <br />Soil Classification system. Bulk samples were collected at each test pit <br />location for visual examination and laboratory testing. <br /> <br />I <br /> <br />I <br /> <br />A list of the test pits showing the approximate surface elevation, total <br /> <br /> <br />depth of the test pit and the geologic formations that were being explored is <br /> <br /> <br />presented on Table IU-3. The test pit program was commenced on July 1, 1982 <br /> <br /> <br />and completed on July 2, 1982. <br /> <br />I <br /> <br />I <br /> <br />d. Laboratory Testing <br /> <br /> <br />The laboratory testing program was designed to determine the in situ <br /> <br /> <br />properties of the foundation materials and also the remolded properties of <br /> <br /> <br />the potential borrow materials. Classification tests, compaction tests, <br /> <br /> <br />permeability tests, pinhole dispersion tl!sts and strength tests were per-' <br /> <br /> <br />formed on the materials collected at the site. The description of these <br /> <br /> <br />tests, the method of performing the tests and the test results are presented <br /> <br /> <br />in detail in Appendix A. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />The classification tests that were pl!rformed included moisture density, <br /> <br /> <br />Atterberg limits and gradation analyses. These index tests aid in classify-- <br /> <br /> <br />ing the soils and also provide indications of the engineering characteristics <br /> <br /> <br />of the materials. <br /> <br />I <br /> <br />Compaction tests were performed on the bulk samples collected in the test <br /> <br /> <br />pits for the Hurley Terrace, Louviers Alluvium, the Sand Hills Formation and <br /> <br /> <br />the Fox Hills Formation. Material for compaction testing on the Pierre Shale <br /> <br /> <br />was a composite sample of the Shelby tube samples from borings B-1, B-2 and <br /> <br /> <br />B-3. Because of the depth of the Pierre Shale at the site, no bulk samples <br /> <br /> <br />were taken because of the limited reach of the backhoe. The maximum dr:, <br /> <br /> <br />density and the optimum moisture content were determined from the compactiou <br /> <br /> <br />tests. Design compaction requirements were determined and are usually stated <br /> <br />as a percentage of the maximum dry density for a particular compactivl! <br /> <br /> <br />effort. <br /> <br />I <br />II <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />III-14 <br /> <br />I <br />I <br />