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SHANNON&WILSON,INC. <br /> TABLE OF CONTENTS (cont.) <br /> Page <br /> 6.0 LIMITATIONS....................................................................................................................21 <br /> 7.0 REFERENCES.....................................................................................................................23 <br /> TABLES <br /> 1 Recommended Parameters for Development of P-Y Curves Using LPILErLUs <br /> for Temporary Bulkhead Reinforcement <br /> 2 Recommended Parameters for Estimating Axial Capacity of Viewing Platform <br /> Pipe Piles and Development of P-Y Curves using LPILEPLus <br /> FIGURES <br /> 1 Vicinity Map <br /> 2 Site and Exploration Plan <br /> 3 Generalized Subsurface Profile A-A' (2 sheets) <br /> 4 Horizontal Response Spectrum Site Class D <br /> 5 Recommended Lateral Earth Pressures for Segments A, B, and C <br /> 6 Recommended Lateral Earth Pressures for Segment D <br /> 7 Mobilized Passive Lateral Earth Pressure vs. Movement <br /> 8 Recommended Lateral Earth Pressures for Deadman Anchor <br /> 9 Lateral Earth Pressures, Temporary Dredged Condition for 10' Street Bulkhead <br /> 10 Global Stability Analyses, Segment A, B, and C <br /> I I Global Stability Analyses, Temporary Dredged Case, SeMment C <br /> 12 Global Stability Analyses, Temporary Dredged Case, 14' Street Bulkhead <br /> APPENDICES <br /> A Subsurface Explorations <br /> B Geotechnical Laboratory Testing Procedures and Results <br /> C Liquefaction Analyses Results <br /> D Numerical Soil-Structure Interaction Analysis Results <br /> E Important Information About Your Geotechnical/Environmental Report <br /> 21-1-21761-003-RI J.doca/wp/dp 21-1-?1 761-00, <br /> ii <br />