Marine Dock FacilitiesMarine Dock FacilitiesMarine Dock FacilitiesMarine Dock FacilitiesWilliam F. Goldston, P.E.President – Goldston Engineering, Inc.October 17th, 2007
William F. Goldston, P.E.President – Goldston Engineering, Inc.October 17th, 2007
Type of FacilitiesType of Facilities
• Type of TerminalsType of Terminals– Liquid Bulk (LNG and LPG)– Dry Bulk– Container– Break Bulk
• Type of DocksType of Docks– T-Head– Pier– Wharfs
Citgo Refining Dock 3Citgo Refining Dock 3
Liquid Bulk TerminalsLiquid Bulk Terminals
Teppco Docks 11-12Teppco Docks 11-12
Liquid Bulk TerminalsLiquid Bulk Terminals
Port of Corpus Christi – Bulk Materials Dock 1Port of Corpus Christi – Bulk Materials Dock 1
Dry Bulk TerminalsDry Bulk Terminals
Aimcor DockAimcor Dock
Dry Bulk TerminalsDry Bulk Terminals
Port of Houston Authority – Barbour’s Cut TerminalPort of Houston Authority – Barbour’s Cut Terminal
Container TerminalsContainer Terminals
Port of Corpus Christi Authority – Cargo Dock 8Port of Corpus Christi Authority – Cargo Dock 8
Break Bulk TerminalsBreak Bulk Terminals
Port of Houston Authority – Turning Basin City Dock 23Port of Houston Authority – Turning Basin City Dock 23
Break Bulk TerminalsBreak Bulk Terminals
Design Criteria for Marine StructuresDesign Criteria for Marine Structures
SectionSection SubjectSubjectPagePage
1.01.0 Elevation, Oceanography and MeterologyElevation, Oceanography and Meterology 111.1 Dredge Elevations1.1 Dredge Elevations 111.2 Current1.2 Current 111.3 Waves1.3 Waves 111.4 Winds1.4 Winds 111.5 Temperature1.5 Temperature 221.6 Precipitation1.6 Precipitation 22
2.02.0 GeotechnicalGeotechnical 222.1 Geotechnical Reports2.1 Geotechnical Reports 22
Design Criteria for Marine StructuresDesign Criteria for Marine Structures
SectionSection SubjectSubjectPagePage
3.03.0 StructuralStructural 333.1 Codes3.1 Codes 333.2 Materials3.2 Materials 333.3 Loads on Dock Platform3.3 Loads on Dock Platform 443.4 Design Vessels3.4 Design Vessels 443.5 Allowable Stresses3.5 Allowable Stresses 663.6 Fenders3.6 Fenders 663.7 Foundation Design3.7 Foundation Design 663.8 Breasting Dolphins Design3.8 Breasting Dolphins Design 773.9 Breasting Dolphins Arrangement3.9 Breasting Dolphins Arrangement 883.10 Mooring Design Criteria3.10 Mooring Design Criteria 99
Codes and SpecificationsCodes and Specifications(Latest Edition and All Supplements)(Latest Edition and All Supplements)
CodeCode SpecificationSpecification3.1.13.1.1 ACI-318, Building Code Requirements for ReinforcedACI-318, Building Code Requirements for Reinforced3.1.23.1.2 ACI-301, Specifications for Structural Concrete for ACI-301, Specifications for Structural Concrete for
BuildingsBuildings3.1.33.1.3 ACI-543, Recommendations for Design, Manufacture, ACI-543, Recommendations for Design, Manufacture,
and Installation of Concrete Pilesand Installation of Concrete Piles3.1.43.1.4 AISC Specifications for Design, Fabrication, and Erection AISC Specifications for Design, Fabrication, and Erection
of Structural Steel for Buildingsof Structural Steel for Buildings3.1.53.1.5 AASHTO, Standard Specification for Highway BridgesAASHTO, Standard Specification for Highway Bridges3.1.63.1.6 Uniform Building Code, UBCUniform Building Code, UBC3.1.73.1.7 AWS D1.1, Structural Welding CodeAWS D1.1, Structural Welding Code3.1.83.1.8 NAVFAC DM-25, Design Manual, Waterfront NAVFAC DM-25, Design Manual, Waterfront
Operational FacilitiesOperational Facilities3.1.93.1.9 British Ship Research Association, Report NS 256British Ship Research Association, Report NS 2563.1.103.1.10 ________ Standard Engineering Specifications________ Standard Engineering Specifications
Design Vessels - ShipsDesign Vessels - ShipsThe largest vessel to berth at the dock shall have the following The largest vessel to berth at the dock shall have the following physical properties:physical properties:_____________ DWT DWT _____________________ (type of vessel) (type of vessel)
Environmental CriteriaEnvironmental Criteria
Long Period WavesLong Period Waves
Port of LA/Long BeachPort of LA/Long Beach
Long Period WavesLong Period Waves
Port of LA/Long BeachPort of LA/Long Beach
Column FendersColumn Fenders
Steel pile concrete dockSteel pile concrete dock
Timber & H-Pile FenderTimber & H-Pile Fender
Geotechnical CriteriaGeotechnical Criteria
Slope StabilitySlope Stability
Slope StabilitySlope Stability
Slope StabilitySlope Stability
Shoreline StabilizationShoreline Stabilization
Port FreeportPort FreeportBerth 5 and Berth 7 ComparisonBerth 5 and Berth 7 Comparison
Berth 5 Cross Section
Berth 7 Cross Section
Mooring & Berthing Mooring & Berthing
Mooring and Berthing ArrangementMooring and Berthing Arrangement
Mooring and Berthing ArrangementMooring and Berthing Arrangement
Mooring and Berthing ArrangementMooring and Berthing Arrangement
Ship and Barge Loading ConditionsShip and Barge Loading Conditions
Dow A-22 Chemical DockDow A-22 Chemical Dock
Construction MaterialConstruction Material
• TimberTimber• ConcreteConcrete• SteelSteel• CoatingsCoatings• Cathodic ProtectionCathodic Protection
Constructability
Timber StructuresTimber Structures
Concrete StructuresConcrete Structures
Concrete StructuresConcrete Structures
Concrete DeteriorationConcrete Deterioration
Concrete DeteriorationConcrete Deterioration
Steel StructuresSteel Structures
Steel Mini-Jacket StructuresSteel Mini-Jacket Structures
Steel CorrosionSteel Corrosion
HDPE Pipe CoatingsHDPE Pipe Coatings
Steel Pile CorrosionSteel Pile Corrosion
Coal Tar Epoxy CoatingsCoal Tar Epoxy Coatings
Coal Tar Epoxy CoatingsCoal Tar Epoxy Coatings
Coal Tar – Severe CorrosionCoal Tar – Severe Corrosion
Severe Corrosion SSPSevere Corrosion SSP
SSP BulkheadSSP Bulkhead
Maintenance Pays!Maintenance Pays!
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