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Waterfront facilities inspection and assessment /

Sponsored by the Technical Committee on Ports and Harbors of the Coasts, Oceans, Ports, and Rivers Institute of ASCE Waterfront Facilities Inspection and Assessment supplies engineers with guidelines and tools for inspecting and evaluating the condition of waterfront structures located in seawater a...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: Coasts, Oceans, Ports and Rivers Institute (American Society of Civil Engineers). Waterfront Facility Inspection Committee
Otros Autores: Heffron, Ronald E. (Editor )
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Reston, Virginia : American Society of Civil Engineers, [2015]
Colección:ASCE manuals and reports on engineering practice ; no. 120.
Temas:
Acceso en línea:Texto completo

MARC

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245 0 0 |a Waterfront facilities inspection and assessment /  |c prepared by the Waterfront Facility Inspection Committee of the Technical Committee on Ports and Harbors of the Coasts, Oceans, Ports, and Rivers Institute of the American Society of Civil Engineers ; edited by Ronald E. Heffron, P.E. 
264 1 |a Reston, Virginia :  |b American Society of Civil Engineers,  |c [2015] 
300 |a 1 online resource (xi, 380 pages) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a ASCE Manuals and Reports on Engineering Practice ;  |v Number 120 
504 |a Includes bibliographical references and index. 
505 0 |a 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 
505 8 |a 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 
505 8 |a 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 
505 8 |a 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 
505 8 |a 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 
520 3 |a Sponsored by the Technical Committee on Ports and Harbors of the Coasts, Oceans, Ports, and Rivers Institute of ASCE Waterfront Facilities Inspection and Assessment supplies engineers with guidelines and tools for inspecting and evaluating the condition of waterfront structures located in seawater and freshwater environments. Inspections are essential to an effective waterfront facility management program that ensures public safety, reliable service, environmental protection, and reduced maintenance costs. Because distress to a waterfront structure may not be recognizable from above water, the inspection must include an assessment of the extent and severity of deterioration from above and underwater. This Manual of Practice provides guidance on eight different types of inspection and explains how to match inspection types to project needs. It considers existing waterfront facilities that are constructed of concrete, masonry, metals, composites and wood; facility locations may be near-shore, waterfront, riverine, or inland. Guidelines are not limited to the structure alone, but rather include comprehensive coverage of all aspects of the facility, including fender systems, mechanical and electrical utilities, appurtenant structures, and anchor systems. Recommendations on standards of practice and estimation of service life are included, as well as discussions of documentation, reporting, and several administrative issues. An extensive appendix addresses special considerations for a variety of specific structure types and systems, such as fixed utilities, equipment, mooring hardware, topside paving and drainage, and safety features. Other appendixes outline the types and causes of defects; decribe specialized inspection techniques, such as infrared thermography and ground-penetrating radar; and define of inspection nomenclature and key terms. Covering the engineering and technical requirements for conducting above water and underwater facility assessments, MOP 130 is a valuable, comprehensive resource for owners, operators, and engineers involved in operating, maintaining, inspecting, and repairing waterfront structures. 
546 |a English. 
590 |a Knovel  |b ACADEMIC - Marine Engineering & Naval Architecture 
650 0 |a Harbors  |x Inspection  |z United States. 
650 0 |a Hydraulic structures  |z Inspection  |z United States. 
650 6 |a Ports  |x Inspection  |z États-Unis. 
650 7 |a TECHNOLOGY & ENGINEERING  |x Hydraulics.  |2 bisacsh 
650 7 |a Harbors  |x Inspection  |2 fast 
650 7 |a Hydraulic structures  |2 fast 
651 7 |a United States  |2 fast 
700 1 |a Heffron, Ronald E.,  |e editor. 
710 2 |a Coasts, Oceans, Ports and Rivers Institute (American Society of Civil Engineers).  |b Waterfront Facility Inspection Committee. 
776 0 8 |i Print version:  |t Waterfront facilities inspection and assessment.  |d Reston, Virginia : American Society of Civil Engineers, ©2015  |h xi, 380 pages  |k ASCE manuals and reports on engineering practice ; Number 120  |z 9780784413579 
830 0 |a ASCE manuals and reports on engineering practice ;  |v no. 120. 
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