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I <br /> 1AN -30N,INC. <br /> I <br /> ITABLE OF CONTENTS <br /> Page <br /> I <br /> 1.0 INTRODUCTION 1 <br /> 1 2.0 SITE AND PROJECT DESCRIPTION 1 <br /> 3.0 GEOTECHNICAL EXPLORATIONS 2 <br /> I 3.1 Geotechnical Borings 2 <br /> 3.1.1 Soil Sampling 3 <br /> I 4.0 LABORATORY TESTING 3 <br /> 4.1 Index Tests 4 <br /> 4.1.1 Water Content Determination 4 <br /> I 4.1.2 Grain Size Distribution Analyses 4 <br /> 4.1.3 Atterberg Limit Determinations 4 <br /> 5.0 SUBSURFACE CONDITIONS 5 <br /> I <br /> 5.1 Existing Geotechnical Data 5 <br /> 5.2 Regional Geologic Setting 5 <br /> 5.3 Site Geology 6 <br /> I <br /> 6.0 ENGINEERING STUDIES AND RECOMMENDATIONS 7 <br /> 6.1 General 7 <br /> 1 6.2 Pile Foundation Design for New Piles 8 <br /> 6.2.1 Axial Resistance of New Piles 8 <br /> 6.2.2 Lateral Resistance 9 <br /> I 6.2.3 Pile Tip Soil Springs 9 <br /> 6.3 Existing wharf piling 10 <br /> I 7.0 CONSTRUCTION CONSIDERATIONS 11 <br /> 7.1 Pile Installation 11 <br /> 7.1.1 Installation Monitoring 11 <br /> I 7.1.2 Impact Hammer and WEAP Analysis 11 <br /> 7.1.3 Vibratory Hammer 12 <br /> 7.L4 Pile Testing 13 <br /> I 7.2 Settlement and Vibration Due to Pile Installation 13 <br /> 7.3 Plans Review and Construction Observation 14 <br /> I8.0 LIMITATIONS 14 <br /> 9.0 REFERENCES 16 <br /> I <br /> I <br /> 21-1-21962-003-R2.docx/wp/cp 21-1-21962-003 <br /> 1 <br /> I <br />