MAINTENANCE AND OPERATION: MAINTENACE OF WATERFRONT FACILITIES
Record of Changes - 4_150_070002
FOREWORD - 4_150_070003
CONTENTS - 4_150_070004
CONTENTS-continued - 4_150_070005
CONTENTS-continued - 4_150_070006
CONTENTS-continued - 4_150_070007
FIGURES - 4_150_070008
FIGURES-continued - 4_150_070009
TABLES - 4_150_070010
CHAPTER 1. INTRODUCTION - 4_150_070011
TECHNICAL SECTIONS
CHAPTER 2. MAINTENANCE PLANNING AND TYPES OF FACILITIES
Navy
Maintenance Standards and Criteria
Maintenance - 4_150_070016
Berthing Facilities
Figure 2-1 Single-Deck, Open Pier
Wharves and Quaywalls
Figure 2-3 Solid-Fill Pier
Figure 2-5 Drydocking Facilities
Coastal Protection Structures
Figure 2-6 Seawall Configurations
Jetties
COMPONENTS OF WATERFRONT STRUCTURES
Fender Systems
Piling
Utility Distribution Systems-continued
CHAPTER 3. MATERIALS AND PREVENTIVE MAINTENANCE
WOOD AND TIMBER - 4_150_070030
Biological Deterioration
Pholads
Figure 3-1. Three groups of Marine Borers
Insects
Pressure Treatment
Water-Borne
Remedial Treatment of Wood
Figure 3-2. Fumigant Vials for Timber Piles
Coatings for Wood Buildings
CONCRETE - 4_150_070040
Deterioration
Water - 4_150_070042
Special Types of Concrete Mixtures
Preventive Maintenance for Concrete
Surface Coatings for Concrete Waterfront Structures
STEEL
Steel for Waterfront Construction
Deterioration of Steel
Protective Coatings for Steel
Cathodic Protection of Steel
NONFERROUS METALS AND ALLOYS
Deterioration of Nonferrous Metals and Alloys
SYNTHETIC MATERIALS
Plastic and Fiberglass Piles
Foams
Description - 4_150_070056
CHAPTER 4. SAFETY AND ENVIRONMENTAL COMPLIANCE
OCCUPATIONAL SAFETY
Figure 4-1 Safety Plan Format
ENVIRONMENTAL COMPLIANCE
Other Services Documents
Figure 4-2 Environmental Documentation Process
Environmental Documentation
Environmental Office Documentation
Environmental Assessment
Environmental Training
Treated Wood - Environmental Issues-continued
CHAPTER 5. INSPECTION
LEVELS OF INSPECTION
PLANNING FOR INSPECTION
Table 5-1. Capability of Each Level of Inspection for Detecting Damage to Waterfront Structures
Table 5-2 Production Rate for Surface and Underwater Inspection of Structural Elements
Inspection Frequency - 4_150_070073
Collecting Inspection Plan Data
Collecting Inspection Plan Data-continued
Equipment and Tools
Preparing Inspection Documentation
Figure 5-2 Tools and Equipment Used for Waterfront Inspection
Figure 5-3 Standard Pile Inspection Report Form
Figure 5-4 Pile Condition Ratings for Concrete Piles
Figure 5-5 Pile Condition Ratings for Timber Piles
INSPECTION OF TIMBER STRUCTURES
Figure 5-6 Damage Areas Involving Timber Members
Figure 5-7 Damage to Timber Piles from Biological Sources
Figure 5-8 Damage to Timber Piles from Non-Biological Sources
Figure 5-9 Damage to Timber Sheet Piling
Underwater Inspection
Figure 5-10 Timber Structures and Attachments (Above Water) Checklist
Figure 5-11 Timber Structures and Attachments (Below Water) Checklist
INSPECTION OF CONCRETE STRUCTURES
Table 5-5 Sampling Equipment, Measurements and Ratings for Concrete Structures
Figure 5-12 Concrete Structures and Attachments (Above Water) Checklist
Figure 5-13 Inspection Areas for Visual Indications of Concrete and Reinforcement Deterioration
Figure 5-14 Typical Damage to Concrete Piles from Non-Biological Sources
Level III Test Procedures for Concrete Inspection
Figure 5-15 Concrete Structures and Attachments (Below Water) Checklist
INSPECTION OF STEEL STRUCTURES
Underwater Inspections
Figure 5-16 Inspection of Steel Structures (Above Water) Checklist
Figure 5-17 Corrosion Damage to Steel Bearing and Sheet Piling
Figure 5-18 Damage to Steel Bearing and Sheet Piles from Overloading, Wall Movement or Scour
Figure 5-19 Underwater Steel structures Checklist
INSPECTION OF SYNTHETIC MATERIALS AND COMPONENTS
INSPECTION OF QUAYWALLS
THE INSPECTION REPORT
Table 5-7. Report Format of Underwater Inspections and Assessments
Appendices - 4_150_070107
CHAPTER 6. REPAIR OF WOOD AND TIMBER STRUCTURES
REFERENCES - 4_150_070109
REPAIR PROCEDURES - 4_150_070110
ENVIRONMENTAL CONCERNS - 4_150_070111
QUALITY ASSURANCE CONCERNS
TR-1: REPAIRING TIMBER PIER SUPERSTRUCTURE
Fire Curtain Walls
Figure 6-1 Repairs to Timber Pier Structure
TR-2: REPAIR BY REPLACING TIMBER FENDER PILE AND DAMAGED CHOCKS AND WALES
Figure 6-2 Repair by Replacing Timber Fender Pile and Damaged Chocks and Wales
TR-3: PROTECTING TIMBER PILES WITH POLYVINYL CHLORIDE OR POLYETHYLENE WRAPPING
Figure 6-3 Wrapping Timber Piles with Polyvinyl Chloride
TR-4: PARTIAL POSTING OF DAMAGED PILE WITH NEW PILE BUTT
Figure 6-4 Posting Timber Pile with Pile Butt and Fish Plates
TR-5: REPAIRING TIMBER PILES WITH CONCRETE ENCASEMENT
Figure 6-5 Concrete Encasement Repairs to Timber Pile
TR 6: REPAIR OR RETROFIT TIMBER PILES WITH AN UNDERWATER CURING EPOXY AND FIBER-REINFORCED WRAP
Figure 6-6 Repair by Oriented Fiber Wraps
TR-7: REPLACING DAMAGED PILE WITH NEW TIMBER PILE UNDER TIMBER PIER DECK
Figure 6-7 Replacing Damaged Pile with a New Timber Pile
TR-8: REPLACING DAMAGED PILE WITH NEW CONCRETE PILE UNDER CONCRETE DECK
Figure 6-8 Replacing a Damaged Timber Pile with a New Concrete Pile under a Concrete Deck
TR-9: REINFORCING TIE-BACK SYSTEM FOR TIMBER SHEET PILING WALL
Figure 6-9 Installing or Replacing Tie-Back System for Timber Sheet Piling Wall
TR-10: INSTALLING A TIE-BACK SYSTEM ON THE TOP OF A TIMBER SHEET PILING WALL
Figure 6-10 Installing a Tie-Back System at Top of a Timber Sheet Piling Wall
TR-11: INSTALLING A CONCRETE CAP/FACE ON A TIMBER SHEET PILING WALL
Figure 6-11 Installing a Concrete Cap and/or Face on a Timber Sheet Piling Wall
TR-12: REPLACING DAMAGED DOLPHIN PILE
CHAPTER 7. REPAIR OF CONCRETE STRUCTURES
Preparation and Construction
Guidelines
Special Types of Repair Concrete
Epoxy Concrete
PLANNING THE REPAIRS - 4_150_070142
METHODS OF PLACING CONCRETE AND MORTARS
CPM-1: HAND PLACEMENT
CPM-2: DRY PACK
Curing - 4_150_070146
CPM-3: CAST-IN-PLACE CONCRETE
Placement - 4_150_070148
CPM-4: SHOTCRETE (GUNITE)
Placement - 4_150_070150
CPM-5: TREMIE CONCRETE
Curing - 4_150_070152
CPM-6: PUMPED CONCRETE
Placement - 4_150_070154
CPM-7: PREPACKED CONCRETE
CONCRETE REPAIR PROCEDURES
Figure 7-1 General Steps to Concrete Repair
CR-1: REPAIR SMALL TO MEDIUM CRACKS BY EPOXY GROUT INJECTION
Application - 4_150_070159
Figure 7-2 Typical Crack Repair with Epoxy Grout Injection
CR-2: MAJOR JOINT AND CRACK REPAIR
Repair Procedures-continued - 4_150_070162
Figure 7-3. Joint and crack repair
CR-3: REPAIRS TO CONCRETE SEAWALL
Figure 7-4 Repairs to concrete seawall
CR-4: MISCELLANEOUS REPAIRS TO CONCRETE PILES
Figure7-5 Miscellaneous Repairs to Concrete Piles
CR-5: CONCRETE JACKETING OF CONCRETE PILE
Figure 7-6 Jacketing Concrete Piles
CR-6: COMBINATION REPAIR CAST-IN-PLACE CONCRETE AND EPOXY GROUT INJECTION
CR-7: REPAIR USING POLYMER CONCRETE
CR-8: TYPICAL CONCRETE WALL REPAIR
Repair Procedures-continued - 4_150_070173
Figure 7-7 Typical concrete wall repair
CHAPTER 8. REPAIR OF STEEL STRUCTURES
PLANNING THE REPAIRS - 4_150_070176
REPAIR PROCEDURES - 4_150_070177
Table 8-1 Repair Techniques for Steel Structures
SR-1: PROTECTING STEEL PILES BY COATING OR JACKETING
Figure 8-1 Protecting Steel Piles by Coating or Jacketing
SR-2: CATHODIC PROTECTION FOR STEEL BEARING PILES
Figure 8-2 Cathodic Protection for Steel Bearing Piles
SR-3: PARTIAL REPLACEMENT OF STEEL PILE
Figure 8-3 Repair by Partially Replacing the Steel Pile
SR-4: REPAIRING STEEL PILE WITH CONCRETE ENCASEMENT
Figure 8-4 Repair Steel Pile Using Concrete Encasement
SR-5: COMPLETE REPLACEMENT OF STEEL PILE
Figure 8-5 Replacing Damaged or Deteriorated Steel Piles
SR-6: COATING/CATHODIC PROTECTION OF STEEL SHEET PILE WALL
Figure 8-6 Coating/Cathodic Protection of Steel Sheet Pile Wall
SR-7: PATCHING STEEL SHEET PILE WALL
Figure 8-7 Repairs to Steel Sheet Pile Walls Using Different Patching Methods
SR-8: REINFORCING TIE-BACK SYSTEMS FOR STEEL SHEET PILE WALL
Figure 8-8 Installing or Replacing Tieback Systems for Steel Sheet Pile Wall
SR-9: REPLACEMENT OF EXISTING STEEL SHEET PILE WALL
Figure 8-9 Replacing Existing Steel Sheet Pile Wall With New Steel Sheetpiling Or Timber Sheet Pile Wall
SR-10: INSTALLING A CONCRETE CAP/FACE ON A STEEL SHEET PILE WALL
Figure 8-10 Installing a Concrete Cap and/or Face on a Steel Sheetpiling Wall
SR-11: SCOUR PROTECTION FOR STEEL PILE SUPPORTED WATERFRONT STRUCTURE
Figure 8-11 Scour Protection for Steel Pile Supported Waterfront Structure
CHAPTER 9. REPAIR OF SYNTHETIC MATERIALS
INSPECTION OF SYNTHETIC MATERIALS-continued
PR-1: Repair of Fiberglass Guard Rail
PR-2: Repair of Drydock Caisson Seal by Replacement
Application - 4_150_070205
Figure 9-1 Typical Caisson Wood Seal Assembly
Figure 9-2 Steel Reinforced All-Rubber Caisson Seal Assembly
CHAPTER 10. REPAIR OF BULKHEADS AND QUAYWALLS
REPAIR PROCEDURES OF EARTH-FILLED STRUCTURES
Compaction Control
Sealing/Filling Voids
Future Inspection Requirements
REFERENCES - 4_150_070213
REFERENCES-continued - 4_150_070214
REFERENCES-continued - 4_150_070215
REFERENCES-continued - 4_150_070216
REFERENCES-continued - 4_150_070217
REFERENCES-continued - 4_150_070218
REFERENCES-continued - 4_150_070219
4_150_07
Record of Changes - 4_150_070002
FOREWORD - 4_150_070003
CONTENTS - 4_150_070004
CONTENTS-continued - 4_150_070005
CONTENTS-continued - 4_150_070006
CONTENTS-continued - 4_150_070007
FIGURES - 4_150_070008
FIGURES-continued - 4_150_070009
TABLES - 4_150_070010
CHAPTER 1. INTRODUCTION - 4_150_070011
TECHNICAL SECTIONS
CHAPTER 2. MAINTENANCE PLANNING AND TYPES OF FACILITIES
Navy
Maintenance Standards and Criteria
Maintenance - 4_150_070016
Berthing Facilities
Figure 2-1 Single-Deck, Open Pier
Wharves and Quaywalls
Figure 2-3 Solid-Fill Pier
Figure 2-5 Drydocking Facilities
Coastal Protection Structures
Figure 2-6 Seawall Configurations
Jetties
COMPONENTS OF WATERFRONT STRUCTURES
Fender Systems
Piling
Utility Distribution Systems-continued
CHAPTER 3. MATERIALS AND PREVENTIVE MAINTENANCE
WOOD AND TIMBER - 4_150_070030
Biological Deterioration
Pholads
Figure 3-1. Three groups of Marine Borers
Insects
Pressure Treatment
Water-Borne
Remedial Treatment of Wood
Figure 3-2. Fumigant Vials for Timber Piles
Coatings for Wood Buildings
CONCRETE - 4_150_070040
Deterioration
Water - 4_150_070042
Special Types of Concrete Mixtures
Preventive Maintenance for Concrete
Surface Coatings for Concrete Waterfront Structures
STEEL
Steel for Waterfront Construction
Deterioration of Steel
Protective Coatings for Steel
Cathodic Protection of Steel
NONFERROUS METALS AND ALLOYS
Deterioration of Nonferrous Metals and Alloys
SYNTHETIC MATERIALS
Plastic and Fiberglass Piles
Foams
Description - 4_150_070056
CHAPTER 4. SAFETY AND ENVIRONMENTAL COMPLIANCE
OCCUPATIONAL SAFETY
Figure 4-1 Safety Plan Format
ENVIRONMENTAL COMPLIANCE
Other Services Documents
Figure 4-2 Environmental Documentation Process
Environmental Documentation
Environmental Office Documentation
Environmental Assessment
Environmental Training
Treated Wood - Environmental Issues-continued
CHAPTER 5. INSPECTION
LEVELS OF INSPECTION
PLANNING FOR INSPECTION
Table 5-1. Capability of Each Level of Inspection for Detecting Damage to Waterfront Structures
Table 5-2 Production Rate for Surface and Underwater Inspection of Structural Elements
Inspection Frequency - 4_150_070073
Collecting Inspection Plan Data
Collecting Inspection Plan Data-continued
Equipment and Tools
Preparing Inspection Documentation
Figure 5-2 Tools and Equipment Used for Waterfront Inspection
Figure 5-3 Standard Pile Inspection Report Form
Figure 5-4 Pile Condition Ratings for Concrete Piles
Figure 5-5 Pile Condition Ratings for Timber Piles
INSPECTION OF TIMBER STRUCTURES
Figure 5-6 Damage Areas Involving Timber Members
Figure 5-7 Damage to Timber Piles from Biological Sources
Figure 5-8 Damage to Timber Piles from Non-Biological Sources
Figure 5-9 Damage to Timber Sheet Piling
Underwater Inspection
Figure 5-10 Timber Structures and Attachments (Above Water) Checklist
Figure 5-11 Timber Structures and Attachments (Below Water) Checklist
INSPECTION OF CONCRETE STRUCTURES
Table 5-5 Sampling Equipment, Measurements and Ratings for Concrete Structures
Figure 5-12 Concrete Structures and Attachments (Above Water) Checklist
Figure 5-13 Inspection Areas for Visual Indications of Concrete and Reinforcement Deterioration
Figure 5-14 Typical Damage to Concrete Piles from Non-Biological Sources
Level III Test Procedures for Concrete Inspection
Figure 5-15 Concrete Structures and Attachments (Below Water) Checklist
INSPECTION OF STEEL STRUCTURES
Underwater Inspections
Figure 5-16 Inspection of Steel Structures (Above Water) Checklist
Figure 5-17 Corrosion Damage to Steel Bearing and Sheet Piling
Figure 5-18 Damage to Steel Bearing and Sheet Piles from Overloading, Wall Movement or Scour
Figure 5-19 Underwater Steel structures Checklist
INSPECTION OF SYNTHETIC MATERIALS AND COMPONENTS
INSPECTION OF QUAYWALLS
THE INSPECTION REPORT
Table 5-7. Report Format of Underwater Inspections and Assessments
Appendices - 4_150_070107
CHAPTER 6. REPAIR OF WOOD AND TIMBER STRUCTURES
REFERENCES - 4_150_070109
REPAIR PROCEDURES - 4_150_070110
ENVIRONMENTAL CONCERNS - 4_150_070111
QUALITY ASSURANCE CONCERNS
TR-1: REPAIRING TIMBER PIER SUPERSTRUCTURE
Fire Curtain Walls
Figure 6-1 Repairs to Timber Pier Structure
TR-2: REPAIR BY REPLACING TIMBER FENDER PILE AND DAMAGED CHOCKS AND WALES
Figure 6-2 Repair by Replacing Timber Fender Pile and Damaged Chocks and Wales
TR-3: PROTECTING TIMBER PILES WITH POLYVINYL CHLORIDE OR POLYETHYLENE WRAPPING
Figure 6-3 Wrapping Timber Piles with Polyvinyl Chloride
TR-4: PARTIAL POSTING OF DAMAGED PILE WITH NEW PILE BUTT
Figure 6-4 Posting Timber Pile with Pile Butt and Fish Plates
TR-5: REPAIRING TIMBER PILES WITH CONCRETE ENCASEMENT
Figure 6-5 Concrete Encasement Repairs to Timber Pile
TR 6: REPAIR OR RETROFIT TIMBER PILES WITH AN UNDERWATER CURING EPOXY AND FIBER-REINFORCED WRAP
Figure 6-6 Repair by Oriented Fiber Wraps
TR-7: REPLACING DAMAGED PILE WITH NEW TIMBER PILE UNDER TIMBER PIER DECK
Figure 6-7 Replacing Damaged Pile with a New Timber Pile
TR-8: REPLACING DAMAGED PILE WITH NEW CONCRETE PILE UNDER CONCRETE DECK
Figure 6-8 Replacing a Damaged Timber Pile with a New Concrete Pile under a Concrete Deck
TR-9: REINFORCING TIE-BACK SYSTEM FOR TIMBER SHEET PILING WALL
Figure 6-9 Installing or Replacing Tie-Back System for Timber Sheet Piling Wall
TR-10: INSTALLING A TIE-BACK SYSTEM ON THE TOP OF A TIMBER SHEET PILING WALL
Figure 6-10 Installing a Tie-Back System at Top of a Timber Sheet Piling Wall
TR-11: INSTALLING A CONCRETE CAP/FACE ON A TIMBER SHEET PILING WALL
Figure 6-11 Installing a Concrete Cap and/or Face on a Timber Sheet Piling Wall
TR-12: REPLACING DAMAGED DOLPHIN PILE
CHAPTER 7. REPAIR OF CONCRETE STRUCTURES
Preparation and Construction
Guidelines
Special Types of Repair Concrete
Epoxy Concrete
PLANNING THE REPAIRS - 4_150_070142
METHODS OF PLACING CONCRETE AND MORTARS
CPM-1: HAND PLACEMENT
CPM-2: DRY PACK
Curing - 4_150_070146
CPM-3: CAST-IN-PLACE CONCRETE
Placement - 4_150_070148
CPM-4: SHOTCRETE (GUNITE)
Placement - 4_150_070150
CPM-5: TREMIE CONCRETE
Curing - 4_150_070152
CPM-6: PUMPED CONCRETE
Placement - 4_150_070154
CPM-7: PREPACKED CONCRETE
CONCRETE REPAIR PROCEDURES
Figure 7-1 General Steps to Concrete Repair
CR-1: REPAIR SMALL TO MEDIUM CRACKS BY EPOXY GROUT INJECTION
Application - 4_150_070159
Figure 7-2 Typical Crack Repair with Epoxy Grout Injection
CR-2: MAJOR JOINT AND CRACK REPAIR
Repair Procedures-continued - 4_150_070162
Figure 7-3. Joint and crack repair
CR-3: REPAIRS TO CONCRETE SEAWALL
Figure 7-4 Repairs to concrete seawall
CR-4: MISCELLANEOUS REPAIRS TO CONCRETE PILES
Figure7-5 Miscellaneous Repairs to Concrete Piles
CR-5: CONCRETE JACKETING OF CONCRETE PILE
Figure 7-6 Jacketing Concrete Piles
CR-6: COMBINATION REPAIR CAST-IN-PLACE CONCRETE AND EPOXY GROUT INJECTION
CR-7: REPAIR USING POLYMER CONCRETE
CR-8: TYPICAL CONCRETE WALL REPAIR
Repair Procedures-continued - 4_150_070173
Figure 7-7 Typical concrete wall repair
CHAPTER 8. REPAIR OF STEEL STRUCTURES
PLANNING THE REPAIRS - 4_150_070176
REPAIR PROCEDURES - 4_150_070177
Table 8-1 Repair Techniques for Steel Structures
SR-1: PROTECTING STEEL PILES BY COATING OR JACKETING
Figure 8-1 Protecting Steel Piles by Coating or Jacketing
SR-2: CATHODIC PROTECTION FOR STEEL BEARING PILES
Figure 8-2 Cathodic Protection for Steel Bearing Piles
SR-3: PARTIAL REPLACEMENT OF STEEL PILE
Figure 8-3 Repair by Partially Replacing the Steel Pile
SR-4: REPAIRING STEEL PILE WITH CONCRETE ENCASEMENT
Figure 8-4 Repair Steel Pile Using Concrete Encasement
SR-5: COMPLETE REPLACEMENT OF STEEL PILE
Figure 8-5 Replacing Damaged or Deteriorated Steel Piles
SR-6: COATING/CATHODIC PROTECTION OF STEEL SHEET PILE WALL
Figure 8-6 Coating/Cathodic Protection of Steel Sheet Pile Wall
SR-7: PATCHING STEEL SHEET PILE WALL
Figure 8-7 Repairs to Steel Sheet Pile Walls Using Different Patching Methods
SR-8: REINFORCING TIE-BACK SYSTEMS FOR STEEL SHEET PILE WALL
Figure 8-8 Installing or Replacing Tieback Systems for Steel Sheet Pile Wall
SR-9: REPLACEMENT OF EXISTING STEEL SHEET PILE WALL
Figure 8-9 Replacing Existing Steel Sheet Pile Wall With New Steel Sheetpiling Or Timber Sheet Pile Wall
SR-10: INSTALLING A CONCRETE CAP/FACE ON A STEEL SHEET PILE WALL
Figure 8-10 Installing a Concrete Cap and/or Face on a Steel Sheetpiling Wall
SR-11: SCOUR PROTECTION FOR STEEL PILE SUPPORTED WATERFRONT STRUCTURE
Figure 8-11 Scour Protection for Steel Pile Supported Waterfront Structure
CHAPTER 9. REPAIR OF SYNTHETIC MATERIALS
INSPECTION OF SYNTHETIC MATERIALS-continued
PR-1: Repair of Fiberglass Guard Rail
PR-2: Repair of Drydock Caisson Seal by Replacement
Application - 4_150_070205
Figure 9-1 Typical Caisson Wood Seal Assembly
Figure 9-2 Steel Reinforced All-Rubber Caisson Seal Assembly
CHAPTER 10. REPAIR OF BULKHEADS AND QUAYWALLS
REPAIR PROCEDURES OF EARTH-FILLED STRUCTURES
Compaction Control
Sealing/Filling Voids
Future Inspection Requirements
REFERENCES - 4_150_070213
REFERENCES-continued - 4_150_070214
REFERENCES-continued - 4_150_070215
REFERENCES-continued - 4_150_070216
REFERENCES-continued - 4_150_070217
REFERENCES-continued - 4_150_070218
REFERENCES-continued - 4_150_070219
4_150_07
