results of the sheer tests appears in Figure 5.9-18. The values selected for the analysis of pile foundations are defined by the line passing through the test data, Laboratory friction tests of the soils in contact with the piling materials, steel, concrete, and wood, were performed on selected samples and the resistances have also been summarized on the graphs appearing in Figure 5.9-18. To provide data for estimating the probable settlements of the proposed structures, consolidation tests were performed on four selected samples and the load-versus-consolidation curves obtained from these tests are presented on the graphs in Figure 5.9.-19. Figures 5.9~20, 5.921, and 5.9-22 show results of the tests made to provide data for classification of soils. 5-83