Waterfront facilities inspection and assessment

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Bibliographic Details
Corporate Author Coasts, Oceans, Ports and Rivers Institute (American Society of Civil Engineers). Waterfront Facility Inspection Committee
Other Authors Heffron, Ronald E. (Editor)
Format Electronic eBook
LanguageEnglish
Published Reston, Virginia : American Society of Civil Engineers, [2015]
SeriesASCE manuals and reports on engineering practice ; no. 120.
Subjects
Harbors > Inspection > United States.
Hydraulic structures > Inspection > United States.
elektronické knihy
electronic books
Online AccessFull text
ISBN9780784478431
0784478430
9781680159325
1680159321
9780784413579
0784413576
Physical Description1 online resource (xi, 380 pages)

Cover

Table of Contents:
  • Cover
  • CONTENTS
  • PREFACE
  • 1. INTRODUCTION
  • 1.1 Intent of the Manual
  • 1.2 Importance of Inspections
  • 1.3 How to Use this Manual
  • 1.4 Limitations of Responsibility
  • 1.5 Significant Changes and Owner's Responsibilities
  • 1.6 Limits of Inspection
  • 1.7 Terminology
  • 1.8 Organization
  • 2. STANDARDS OF PRACTICE
  • 2.1 Type and Frequency of Inspections
  • 2.2 Selection of the Proper Inspection Type
  • 2.3 Service Life Modeling: Purpose and Value
  • 2.4 Minimum Qualifications of Inspection Personnel
  • 2.5 Element-Level Damage Rating
  • 2.6 Overall System Ratings2.7 Recommended Action Guidelines
  • 3. SCOPE OF INSPECTION WORK
  • 3.1 General
  • 3.2 Routine Inspections
  • 3.3 Repair or Upgrade Design Inspections
  • 3.4 New Construction Inspections
  • 3.5 Baseline Inspections
  • 3.6 Due Diligence Inspections
  • 3.7 Special Inspections
  • 3.8 Repair Construction Inspections
  • 3.9 Post-Event Inspections
  • 4. SERVICE LIFE ESTIMATION
  • 4.1 General
  • 4.2 Importance of Accurate Estimations
  • 4.3 State of the Art
  • 4.4 Corrosion Zones
  • 4.5 Concrete Facilities
  • 4.6 Steel Facilities
  • 4.7 Timber Facilities5. DOCUMENTATION AND REPORTING
  • 5.1 General
  • 5.2 Routine Inspection Report
  • 5.3 Documentation
  • 6. ADMINISTRATIVE CONSIDERATIONS
  • 6.1 Agreements
  • 6.2 Insurance
  • 6.3 Certificates of Insurance
  • APPENDIX A. SPECIAL CONSIDERATIONS FOR SPECIFIC STRUCTURE TYPES AND SYSTEMS
  • A.1 Introduction
  • A.2 Open-Piled Structures
  • A.3 Relieving Platforms
  • A.4 Bulkheads and Retaining Walls
  • A.5 Seawalls and Revetments
  • A.6 Gravity Block Walls
  • A.7 Caissons, Cofferdams, and Cellular Structures
  • A.8 Paving Adjacent to Quaywalls, Bulkheads, and Other Retaining StructuresA. 9 Floating Structures
  • A.10 Mooring Hardware and Fender Systems
  • A.11 Mooring Buoy Systems
  • A.12 Wave Screens and Attenuators
  • A.13 Waterfront Security Barriers
  • A.14 Coatings and Cathodic Protection Systems
  • A.15 Marina and Small Craft Harbor Components
  • A.16 Gangways
  • A.17 Boat Ramps
  • A.18 Marine Railways
  • A.19 Bullrails, Ladders, and Safety Features
  • A.20 Crane Rails, Trenching, and Cables
  • A.21 Waterfront Utility Systems
  • A.22 Anchors and Chains
  • APPENDIX B. TYPES AND CAUSES OF DEFECTSB. 1 Introduction
  • B.2 Concrete Structures
  • B.3 Steel Structures
  • B.4 Timber Structures
  • B.5 Masonry Structures
  • B.6 Composite Structural Components
  • B.7 Coating and Wrap Systems
  • B.8 Load Isolators and Bearings
  • B.9 Undermining or Scour
  • APPENDIX C. OVERVIEW OF SPECIALIZED TECHNIQUES
  • C.1 Introduction
  • C.2 Infrared Thermography
  • C.3 Ground-Penetrating Radar
  • C.4 Acoustic Emission
  • C.5 Steel Reinforcement Testing
  • C.6 Schmidt Hammer
  • C.7 Impact-Echo Testing
  • C.8 Windsor Probe

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