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Table of Contents (Continued) <br />6.0 REFERENCES <br />Llsr oF T�t,Fs <br />Table 1: Recommended Design Parameters .................... <br />Table 7: Surface Settlement Caused by Each Foot of Fill <br />Table 3: Altemative Flexible Pavement Sections ............. <br />LIST OF FIGURES (FOLLOWING TEXT) <br />Figure 1. Vicinity Map <br />Figure 2. Site and Exploration Plan <br />Figure 3. Site Specific Seismic Response Spectra <br />APPENDICES <br />Appendix A: Field EzploraHoa <br />: <br />Pa¢e <br />........20 <br />................. 12 <br />................. 16 <br />Figure A-l. Legend ofTertns and Symbols Used on Exploration Logs <br />Figures A-2 Boring Log BH-1 <br />Append'u B: Laboratory Testing <br />Figure B-1 Grain Size Distribution Test ResulU <br />Figure B-2 Plasticity Chart <br />Figure B-3 Compaction Test Result <br />Appendia C: L-Pile Analyses <br />Figtue G 1 <br />Figure C-2 <br />Figure C-3 <br />Figure C-4 <br />Figure GS <br />Pigure C-6 <br />Figure C-7 <br />Figure C-8 <br />Figure C-9 <br />Figure C-10 <br />Figure C-11 <br />Figure C-l2 <br />Lateral Dedection for Timber Pile (10" tip, 6xed head) <br />Bending :vfoment for Timber Pile (10" tip, fixed head) <br />Lateral Deflection for Timber Pile (10" tip, free head) <br />Bending Moment for Timber Pile (10" tip, free head) <br />Lateral Deflection for 14" Concrete Pile (fixed head) <br />Bending Moment for 14" Concr.te Pile (fixed head) <br />Lateral Deflection for 14" Conaete Pile (free head) <br />Bending Moment for 14" G�ncrete Pile (free head) <br />Lateral Deflection for 16.5" Concrete Pile (fixed head) <br />Bending Moment for 16.5" Concrete Pile (fixed head) <br />Lateral Deflection for 16.5" Concrete Pile (free head) <br />Bending Moment for 16.5" Concrete Pile (&ee head) <br />Appendix D: Previous ExploraHons <br />20021d6 mport - fiml <br />ii <br />HWA GEOSCIENCES INC. <br />� <br />