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> Maintenance of Waterfront Facilities - index
Maintenance of Waterfront Facilities - index
Maintenance of Waterfront Facilities - ufc_4_150_070001
Unified Facilities Criteria (UFC) - ufc_4_150_070002
Foreword - ufc_4_150_070003
Contents - ufc_4_150_070004
Contents - Cont'd - ufc_4_150_070005
Contents - Cont'd - ufc_4_150_070006
Contents - Cont'd - ufc_4_150_070007
Figures - ufc_4_150_070008
Figures - Cont'd - ufc_4_150_070009
Tables - ufc_4_150_070010
Chapter 1 Introduction - ufc_4_150_070011
Technical Sections
Chapter 2 Maintenance Planning and Types of Facilities
Navy - ufc_4_150_070014
Maintenance Standards and Criteria
Maintenance - ufc_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
Figure 2-7 Groin
Figure 2-8 Typical Location of Jetties
Figure 2-9 Breakwater Section
Piling
Utility Distribution Systems
Chapter 3 Materials and Preventive Maintenance
Maintenance - ufc_4_150_070030
Biological Deterioration
Marine Borers
Figure 3-1. Three groups of Marine Borers.1
Insects
Pressure Treatment
Negative Aspects
Remedial Treatment of Wood
Figure 3-2. Fumigant Vials for Timber Piles
Coatings for Wood Buildings
Figure 3-4. Timber Pile Jacket for Ice Protection
Deterioration
Water - ufc_4_150_070042
Reinforcing Steel - ufc_4_150_070043
Cracking of Concrete
Surface Coatings for Concrete Waterfront Structures
Treatment of Cracks
Steel for Waterfront Construction
Stainless Steels
Protective Coatings for Steel
Intertidal/Splash Zon
Impressed Current
Nickel
Fiber-reinforced Plastics (FRP)
Plastic and Fiberglass Piles
Foams
Description
Chapter 4 Safety and Environmental Compliance
Occupationa Safety
Figure 4-1 Safety Plan Format
Environmental Regulations
Other Services Documents
Figure 4-2 Environmental Documentation Process
National Environmental Policy Act (NEPA)
Environmental Office Documentation
Permits - ufc_4_150_070065
Environmental Training
Treated Wood - Environmental Issues
Chapter 5 Inspection
Information an Inspection Should Provide
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
Table 5-3. Daily Rates for Underwater Inspection Tasks
Figure 5-1. Exposure zones on piling
Collecting Inspection Plan Data
Developing Inspection Plan
Recording Tools
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
Scoping the Problem
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
Table 5-4 Sampling Equipment, Measurements
Figure 5-10 Timber Structures and Attachments (Above Water) Checklist
Figure 5-11 Timber Structures and Attachments (Below Water) Checklist
Surface Inspections
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
Figure 5-14 Typical Damage to Concrete Piles from Non-Biological Sources
Underwater Inspection
iFigure 5-15 Concrete Structures and Attachments (Below Water) Checklist
Inspection of Steel Structures
Table 5-6. Inspection Equipment, Measurements
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
Figure 5-19 Underwater Steel structures Checklist
Structural Members
Inspection of Quaywalls
Figure 5-20 Quaywall Surface and Underwater Inspection Checklist
Table 5-7. Report Format of Underwater Inspections and Assessments
Table 5-7. Report Format of Underwater Inspections and Assessments - Cont'd
Chapter 6 Repair of Wood and Timber Structures
Reviewing Inspection Reports
Equipment Requirements
Table 6-1 Repair Techniques for Wood and Timber Structures
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
TR-3: Protecting Timber Piles With Polyvinyl Chloride
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
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 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
Table 7-1 Recommended Mix Proportions
Seismic Impact of Repairs
Table 7-2 Placement of Concrete and Mortar
CPM-1: Hand Placement
CPM-2: Dry Pack
Curing - ufc_4_150_070146
CPM-3: Cast-In-Place Concrete
Placement - ufc_4_150_070148
CPM-4: Shotcrete (Gunite)
Placement - ufc_4_150_070150
CPM-5: Tremie Concrete
Curing - ufc_4_150_070152
CPM-6: Pumped Concrete
Placement - ufc_4_150_070154
CPM-7: Prepacked Concrete
Table 7-3 Repair Techniques for Concrete Structures
Figure 7-1 General Steps to Concrete Repair
CR-1: Repair Small to Medium Cracks by Epoxy Grout Injection
Application - ufc_4_150_070159
Figure 7-2 Typical Crack Repair with Epoxy Grout Injection
CR-2: Major Joint and Crack Repair
Repair Procedures - ufc_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 Piles
Figure 7-6 Jacketing Concrete Piles
CR-6: Combination Repair Cast-In-Place Concrete and Epoxy Grout Jacketing
CR-7: Repair Using Polymer Concrete
CR-8: Typical Concrete Wall Repair
Repair Procedures - ufc_4_150_070173
Figure 7-7 Typical concrete wall repair
Chapter 8 Repair of Stell Structures
Special Skill Requirements
Repair Procedures - ufc_4_150_070177
Table 8-1 Repair Techniques for Steel Structures
SR-1: Protecting Steel Pile by Coating Or Jacketing
Figure 8-1 Protecting Steel Piles by Coating or Jacketing
SR-2: Catholic 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 With Concrete Encasement
Figure 8-4 Repair Steel Pile Using Concrete Encasement
SR-5: Complete Replacement of Stell Pile
Figure 8-5 Replacing Damaged or Deteriorated Steel Piles
SR-6: Coating/Catholic 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 Sheet piling
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 Sythetic Materials
Inspection of Sythetic Materials
PR-1: Repair of Fiberglass Guard Rail
PR-2: Repair of Drydock Caisson Seal by Replacement
Application - ufc_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
Description of Repair/Maintenance
Compaction Control.
Sealing/Filling Voids.
Preventing Loss or Settlement of Soil
References - ufc_4_150_070213
Government Publications - ufc_4_150_070214
Government Publications - Cont'd
Non-Government Publications - ufc_4_150_070216
Non-Government Publications - Cont'd - ufc_4_150_070217
Non-Government Publications - Cont'd - ufc_4_150_070218
Non-Government Publications - Cont'd - ufc_4_150_070219