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Referring to attached soil boring log, answer the following questions:
Question 1. What is the depth of the water table?
Question 2. How many soil samples were obtained?
Question 3. What was the classification obtained for the sample SS2?
Question 4. For the sample labelled SS3, what is the percent fines?
Question 5. What was the SPT N value obtained at a depth of 8 feet?
Question 6. What was the moisture content for the sample SS7?
Question 7. Assuming that the reported SPT N values are equivalent to N60 values, estimate the unconfined compressive strength of the clay layer near the surface.