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Maintenance of Waterfront Facilities


by @ 9:55 am on May 6, 2008. Filed under civil engineering

File : pdf, 3.48 MB, 218 pages

TOC

CHAPTER 1  INTRODUCTION

1-1 SCOPE
1-2 PURPOSE
1-3 APPLICATION
1-4 TECHNICAL SECTIONS

CHAPTER 2  MAINTENANCE PLANNING AND TYPES OF FACILITIES

2-1 MAINTENANCE PLANNING
2-1.1 Cooperation and Coordination
2-1.2 Joint Service Responsibility
2-1.3 Maintenance Standards and Criteria
2-1.4 Maintenance Program
2-2 TYPED OF FACILITIES
2-2.1 Berthing Facilities
2-2.2 Piers
2-2.3 Wharves and Quaywalls
2-2.4 Drydocking Facilities
2-2.5 Coastal Protection Structures
2-3 COMPONENTS OF WATERFRONT STRUCTURES
2-3.1 Fender Systems
2-3.2 Piling
2-3.3 Dolphins
2-3.4 Fleet Mooring
2-3.5 Deck and Mooring Hardware
2-3.6 Utility Distribution Systems

CHAPTER 3  MATERIALS AND PREVENTIVE MAINTENANCE
3-1 GENERAL 2 WOOD AND TIMBER
3-3 CONCRETE
3-3.1 Deterioration
3-3.2 Components of Concrete
3-3.3 Reinforcing Steel
3-3.4 Special Types of Concrete Mixtures
3-3.5 Causes of Concrete Deterioration
3-3.6 Preventive Maintenance for Concrete
3-4 STEEL
3-4.1 Steel for Waterfront Construction
3-4.2 Deterioration of Steel
3-4.3 Preventive Maintenance for Steel
3-5 NONFERROUS METALS AND ALLOYS
3-5.1 Aluminum
3-5.2 Copper
3-5.3 Nickel
3-5.4 Deterioration of Nonferrous Metals and Alloys
3-5.5 Preventive Maintenance for Nonferrous Metals and Alloys
3-6 SYNTHETIC MATERIALS
3-6.1 Fiber-Reinforced Plastics (FRP)
3-6.2 Plastic and Fiberglass Piles
3-6.3 Foams
3-6.4 Rubber and Elastomers
3-6.5 Other Synthetic Materials
3-7 SOIL FILL FOR QUAYWALLS AND MOLES

CHAPTER 4  SAFETY AND ENVIRONMENTAL COMPLIANCE
4-1 INTRODUCTION
4-2 OCCUPATIONAL SAFETY
4-3 ENVIRONMENTAL COMPLIANCE
4-3.1 Environmental Regulations
4-3.2 Environmental Documentation
4-3.3 Working in Compliance
4-3.4 Environmental Training
4-3.5 Treated Wood – Environmental Issues

CHAPTER 5  INSPECTION
5-1 GENERAL CONSIDERATIONS
5-2 LEVELS OF INSPECTION
5-2.1 Level I – General Visual Inspection
5-2.2 Level II – Close-Up Visual Inspection
5-2.3 Level III – Highly Detailed Inspection
5-3 PLANNING FOR INSPECTION
5-4 INSPECTION OF TIMBER STRUCTURES
5-4.3 Underwater Inspection
5-5 INSPECTION OF CONCRETE STRUCTURES
5-5.4 Level III Test Procedure s for Concrete Inspection
5-6 INSPECTION OF STEEL STRUCTURES
5-7 INSPECTION OF SYNTHETIC MATERIALS AND COMPONENTS
5-7.1 Structural Members
5-7.2 Coatings, Patches and Jackets
5-7.3 Foam-Filled Fenders
5-8 INSPECTION OF QUAYWALLS
5-9 MINSPECTION REPORT

CHAPTER 6  REPAIR OF WOOD AND TIMBER STRUCTURES
6-1 GENERAL
6-1.1 Repair Methods
6-2 REFERENCES
6-3 PLANNING THE REPAIRS
6-3.1 Reviewing Inspection Reports
6-3.2 Engineering Considerations
6-3.3 Special Skill Requirements
6-3.4 Equipment Requirements
6-4 REPAIR PROCEDURES
6-5 ENVIRONMENTAL CONCERNS
6-6 QUALITY ASSURANCE CONCERNS

CHAPTER 7  REPAIR OF CONCRETE STRUCTURES
7-1 CONCRETE FOR REPAIRS
7-1.1 Portland Cement Concrete
7-1.2 Special Types of Repair Concrete
7-2 PLANNING THE REPAIRS
7-2.1 Seismic Impact of Repairs
7-2.2 Special Skill Requirements
7-2.3 Special Equipment Requirements
7-3 METHODS OF PLACING CONCRETE AND MORTARS
7-4 CONCRETE REPAIR PROCEDURES

CHAPTER 8  REPAIR OF STEEL STRUCTURES

8-1 GENERAL
8-2 PLANNING THE REPAIRS
8-2.1 Special Skill Requirements
8-2.2 Equipment Requirements
8-3 REPAIR PROCEDURES

CHAPTER 9  REPAIR OF SYNTHETIC STRUCTURES

9-1 GENERAL
9-2 ISPECTION OF SYNTHETIC MATERIALS

CHAPTER 10  REPAIR OF BULKHEADS AND QUAYWALLS

10-1 GENERAL
10-2 PLANNING THE REPAIRS
10-3 REPAIR PROCEDURES OF EARTH-FILLED STRUCTURES

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  1. Lagbajas says:

    The file is damaged and could not be repaired.

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