2019 Manual for Bridge Element Inspection (2nd Edition) - ResearchAndMarkets.com
The "Manual for Bridge Element Inspection, 2nd Edition" book has been added to ResearchAndMarkets.com's offering.
The Manual for Bridge Element Inspection (MBEI) is a reference for standardized element definitions, element quantity calculations, condition state definitions, element feasible actions, and inspection conventions. Its goal is to capture the condition of bridges in a simple, effective way that can be standardized nationwide, while providing enough flexibility to be adapted by both large and small agencies. It is designed for use by state departments of transportation and other agencies that perform element-level bridge inspections.
This new, second edition was developed as a result of NCHRP 12-104, Guidelines to Improve the Quality of Element-Level Bridge Inspection. It incorporates suggested changes by numerous inspecting agencies, consultant inspection firms, and training instructors, and attempts to cover the majority of bridge elements found on highway bridges in the United States.
Key Topics Covered
EXECUTIVE COMMITTEE, 2018-2019
COMMITTEE ON BRIDGES AND STRUCTURES, 2018
PREFACE
INTRODUCTION
SECTION 1: BACKGROUND
1.1 Condition Assessment Philosophy: Multipath and Defect Concepts
1.2 National Bridge Elements
1.3 Bridge Management Elements
1.4 Agency-Developed Elements
1.5 How to Use This Manual
1.6 Organization
SECTION 2: ELEMENT LOCATION MATRIX
2.1 National Bridge Elements
2.1.1 Decks and Slabs
2.1.2 Railings
2.1.3 Superstructure
2.1.4 Bearings
2.1.5 Substructure
2.1.6 Culverts
2.2 Bridge Management Elements
2.2.1 Joints
2.2.2 Approach Slabs
2.2.3 Wearing Surfaces, Protective Coatings, and Concrete Reinforcing Steel Protective System
SECTION 3: DETAILED ELEMENT DESCRIPTIONS
3.1 Element Listing by Material
3.1.1 Reinforced Concrete
3.1.2 Prestressed Concrete
3.1.3 Steel
3.1.4 Timber
3.1.5 Masonry
3.1.6 Other Materials
3.1.7 Bearings
3.1.8 Joints
3.1.9 Wearing Surfaces, Protective Coatings, and Concrete Reinforcing Steel Protective Systems
3.2 Element Commentary
3.2.1 General Commentary
3.2.2 Decks and Slabs
3.2.3 Railings
3.2.4 Superstructure
3.2.5 Bearings
3.2.6 Substructure Elements
3.2.7 Culverts
3.2.8 Joints
3.2.9 Wearing Surfaces, Protective Coatings, and Concrete Reinforcing Steel Protective Systems
3.2.10 Approach Slabs
3.3 Reinforced Concrete Elements
Defects for Reinforced Concrete
Defect 1080 Delamination/Spall/Patched Area
Defect 1090 Exposed Rebar
Defect 1120 Efflorescence/Rust Staining
Defect 1130 Cracking (RC and Other)
Crack Pattern Guide
Crack Width Guide
Defect 1190 Abrasion/Wear
3.4 Prestressed Concrete Elements
Defects for Prestressed Concrete Elements
Defect 1110 Cracking (PSC)
3.5 Steel Elements
Defects for Steel Elements
Defect 1000 Corrosion
Defect 1010 Cracking
Defect 1020 Connection
3.6 Timber Elements
Defects for Timber Elements
3.7 Masonry Elements
Defects for Masonry Elements
3.8 Other Material Elements
Defects for Other Material Elements
3.9 Bearings
Defects for Bearings
Defect 2220 Alignment
Defect 2240 Loss of Bearing Area
3.10 Joints
Defects for Joints
Defect 2330 Seal Damage
Defect 2350 Debris Impaction
3.11 Wearing Surfaces, Protective Coatings, and Concrete Reinforcing Steel Protective Systems
Defects for Wearing Surfaces
Defects for Steel Protective Coating
Defect 3410 Chalking (Steel Protective Coating)
Defect 3420 Peeling/Bubbling/Cracking (Steel Protective Coating)
Defect 3430 Oxide Film Degradation
Defect 3440 Effectiveness (Steel Protective Coating)
Defects for Concrete Protective Coating
Defects for Concrete Reinforcing Steel Protective System
3.12 Spatial Area Estimates Diagrams
3.13 Environmental Factors (Service Environments)
APPENDIX A: AGENCY-DEFINED ELEMENTS (ADES)
A1 Agency-Defined Subsets of the National Bridge Elements
A2 Agency-Defined Subsets of the Bridge Management Elements
A3 Independent Agency-Defined Elements -2 A3.1Example Element Definition: Concrete Tunnel Ancillary Structure
A3.1.1 Element 600Concrete Tunnel (Example)
APPENDIX B: INSPECTION EXAMPLES
B1 Timber Bridge
B1.1 Element Quantities
B1.1.1 Deck
B1.1.2 Superstructure
B1.1.3 Substructure
B1.2 Element Condition States B
B1.2.1 Defect #1, Timber Open Girder/Beam (Element 111)
B1.2.2 Defect #2, Timber Pier Cap (Element 235)
B1.2.3 Defect #3, Timber Pile (Element 228)
B1.2.4 Defect #4, Metal Bridge Railing (Element 330)
B1.3 Element Quantity and Condition State Summary
B2 Prestressed Concrete Girder Bridge
B2.1 Element Quantities
B2.1.1 Deck
B2.1.2 Superstructure
B2.1.3 Substructure
B2.2 Element Condition States
B2.2.1 Defect #1, Reinforced Concrete Deck (Element 12)
B2.2.2 Defect #2, Reinforced Concrete Deck (Element 12)
B2.2.3 Defect #3, Reinforced Concrete Deck (Element 12)
B2.2.4 Defect #4, Compression Joint Seal (Element 302) and Reinforced Concrete Deck (Element 12)
B2.2.5 Defect #5, Reinforced Concrete Pier Cap (Element 234)
B2.2.6 Defect #6, Reinforced Concrete Pier Cap (Element 234)
B2.2.7 Defect #7, Reinforced Concrete Column (Element 205)
B2.3 Element Quantity and Condition State Summary
B3 Steel Truss Bridge
B3.1 Element Quantities
B3.1.1 Deck
B3.1.2 Superstructure
B3.1.3 Substructure
B3.2 Element Condition States
B3.2.1 Defect #1, Reinforced Concrete Deck (Element 12)
B3.2.2 Defect #2, Steel Truss (Element 120)
B3.2.3 Defect #3, Steel Truss (Element 120), Steel Gusset Plate (Element 162), and Steel Protective Coating (Element 515)
B3.2.4 Defect #4, Steel Floor Beam (Element 152) and Steel Protective Coating (Element 515)
B3.2.5 Defect #5, Steel Stringer (Element 113)
B3.2.6 Defect #6, Steel Stringer (Element 113)
B3.2.7 Defect #7, Pier Wall (Element 210)
B3.3Element Quantity and Condition State Summary
APPENDIX C: ELEMENT GROUPINGS
APPENDIX D: MATERIALS AND FEASIBLE ACTIONS BY MATERIAL TYPE
D1 Steel (100)
D2 Prestressed Concrete (300)
D3 Reinforced Concrete (400)
D4 Timber (500)
D5 Other Materials (600)
D6 Masonry (650)
D7 Wearing Surfaces (800)
D8 Concrete Reinforcing Steel Protective Systems (820)
D9 Steel Protective Coatings (850)
D10 Concrete Protective Coatings (880)
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