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Marine Dock Facilities

Marine Dock Facilities. William F. Goldston, P.E. President – Goldston Engineering, Inc. October 17 th , 2007. Type of Facilities. Type of Terminals Liquid Bulk (LNG and LPG) Dry Bulk Container Break Bulk Type of Docks T-Head Pier Wharfs. Liquid Bulk Terminals.

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Marine Dock Facilities

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  1. Marine Dock Facilities William F. Goldston, P.E. President – Goldston Engineering, Inc. October 17th, 2007

  2. Type of Facilities • Type of Terminals • Liquid Bulk (LNG and LPG) • Dry Bulk • Container • Break Bulk • Type of Docks • T-Head • Pier • Wharfs

  3. Liquid Bulk Terminals Citgo Refining Dock 3

  4. Liquid Bulk Terminals Teppco Docks 11-12

  5. Dry Bulk Terminals Port of Corpus Christi – Bulk Materials Dock 1

  6. Dry Bulk Terminals Aimcor Dock

  7. Container Terminals Port of Houston Authority – Barbour’s Cut Terminal

  8. Break Bulk Terminals Port of Corpus Christi Authority – Cargo Dock 8

  9. Break Bulk Terminals Port of Houston Authority – Turning Basin City Dock 23

  10. Design Criteria for Marine Structures SectionSubjectPage 1.0 Elevation, Oceanography and Meterology 1 1.1 Dredge Elevations1 1.2 Current 1 1.3 Waves 1 1.4 Winds 1 1.5 Temperature 2 1.6 Precipitation 2 2.0 Geotechnical 2 2.1 Geotechnical Reports 2

  11. Design Criteria for Marine Structures SectionSubjectPage 3.0 Structural 3 3.1 Codes 3 3.2 Materials 3 3.3 Loads on Dock Platform 4 3.4 Design Vessels 4 3.5 Allowable Stresses 6 3.6 Fenders 6 3.7 Foundation Design 6 3.8 Breasting Dolphins Design 7 3.9 Breasting Dolphins Arrangement 8 3.10 Mooring Design Criteria 9

  12. Codes and Specifications(Latest Edition and All Supplements) CodeSpecification 3.1.1 ACI-318, Building Code Requirements for Reinforced 3.1.2 ACI-301, Specifications for Structural Concrete for Buildings 3.1.3 ACI-543, Recommendations for Design, Manufacture, and Installation of Concrete Piles 3.1.4 AISC Specifications for Design, Fabrication, and Erection of Structural Steel for Buildings 3.1.5 AASHTO, Standard Specification for Highway Bridges 3.1.6 Uniform Building Code, UBC 3.1.7 AWS D1.1, Structural Welding Code 3.1.8 NAVFAC DM-25, Design Manual, Waterfront Operational Facilities 3.1.9 British Ship Research Association, Report NS 256 3.1.10 ________ Standard Engineering Specifications

  13. Design Vessels - Ships The largest vessel to berth at the dock shall have the following physical properties: _____________DWT _____________________ (type of vessel)

  14. Environmental Criteria

  15. Long Period Waves Port of LA/Long Beach

  16. Long Period Waves Port of LA/Long Beach

  17. Column Fenders Steel pile concrete dock

  18. Timber & H-Pile Fender

  19. Geotechnical Criteria

  20. Slope Stability

  21. Slope Stability

  22. Slope Stability

  23. Shoreline Stabilization

  24. Port FreeportBerth 5 and Berth 7 Comparison Berth 5 Cross Section Berth 7 Cross Section

  25. Mooring & Berthing

  26. Mooring and Berthing Arrangement

  27. Mooring and Berthing Arrangement

  28. Mooring and Berthing Arrangement

  29. Ship and Barge Loading Conditions

  30. Dow A-22 Chemical Dock

  31. Construction Material • Timber • Concrete • Steel • Coatings • Cathodic Protection Constructability

  32. Timber Structures

  33. Concrete Structures

  34. Concrete Structures

  35. Concrete Deterioration

  36. Concrete Deterioration

  37. Steel Structures

  38. Steel Mini-Jacket Structures

  39. Steel Corrosion

  40. HDPE Pipe Coatings

  41. Steel Pile Corrosion

  42. Coal Tar Epoxy Coatings

  43. Coal Tar Epoxy Coatings

  44. Coal Tar – Severe Corrosion

  45. Severe Corrosion SSP

  46. SSP Bulkhead

  47. Maintenance Pays!

  48. Thank You! www.goldstonengr.com

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