Manual For Bridge Evaluation With 2011 And 2013 Interim Revisions 2nd Edition Ernst F Bolten by Ernst F. Bolten 9781615839858, 9780814479568, 9781560515579, 1615839852, 0814479561, 1560515570 instant download after payment.

This is an all inclusive manual that incorporates Allowable Stress, Load Factor, and Load and Resistance Factor Rating methods into one publication. This manual provides guidelines for the procedures and policies for determining the physical condition, maintenance needs, and load capacity of highway bridges. This manual has been developed to assist bridge owners by establishing inspection procedures and evaluation practices that meet the National Bridge Inspection Standards. The manual is divided into eight sections, each representing a distinct phase of an overall bridge inspection and evaluation program. This manual replaces both the 1998 AASHTO Manual for Condition Evaluation of Bridges and the 2003 AASHTO Guide Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges. It also supersedes the Manual for Bridge Evaluation, 1st Edition with Interims. It serves as a single standard for the evaluation of highway bridges of all types.
Included in this electronic edition are the 2011 and 2013 Interim Revisions. Following each chapter the Revisions are identified as well as linked throughout the entire book where available. See the "Interim Revisions 2011 and 2013" sections for a complete list of changes to each section.
Content:
Front Matter
• Interim Revisions 2011
• Interim Revisions 2013
• Preface
• Table of Contents
•Section 1. Introduction
• 1.1 Purpose
• 1.2 Scope
• 1.3 Applicability
• 1.4 Quality Measures
• 1.5 Definitions and Terminology
• 1.6 References
•Section 2. Bridge Files (Records)
• 2.1 General
2.2 Components of Bridge Records
2.3 Inventory Data
2.4 Inspection Data
2.5 Condition and Load Rating Data
• 2.6 Local Requirements
• 2.7 References
Interim Revision 2011
•Section 3. Bridge Management Systems
• 3.1 Introduction
• 3.2 Objectives of Bridge Management Systems
3.3 Components of a Bridge Management System
• 3.4 National Bridge Management Systems
• 3.5 References
Interim Revisions 2011
•Section 4. Inspection
• 4.1 General
4.2 Types
• 4.3 Frequency
4.4 Qualifications and Responsibilities of Inspection Personnel
4.5 Safety
4.6 Planning, Scheduling, and Equipment
• 4.7 Inspection Forms and Reports
4.8 Procedures
4.9 Special Structures
• 4.10 Fatigue-Prone Details
• 4.11 Fracture-Critical Members
4.12 Data Collection for Load Rating
• 4.13 References
• Appendix A4.1: Structure Inventory and Appraisal Sheet
• Appendix A4.2: Bridge Nomenclature
Interim Revision 2011
•Section 5. Material Testing
• 5.1 General
5.2 Field Tests
• 5.3 Material Sampling
• 5.4 Laboratory Tests
• 5.5 Interpretation and Evaluation of Test Results
• 5.6 Testing Reports
• 5.7 References
•Section 6. Load Rating
6.1 Scope
Part 6A. Load and Resistance Factor Rating
Part 6B. Allowable Stress Rating and Load Factor Rating
Interim Revisions 2011
Interim Revision 2013
•Section 7. Fatigue Evaluation of Steel Bridges
• 7.1 Load-Induced versus Distortion-Induced Fatigue
7.2 Load-Induced Fatigue-Damage Evaluation
• 7.3 Distortion-Induced Fatigue Evaluation
• 7.4 Fracture-Control for Older Bridges
• 7.5 References
•Section 8. Nondestructive Load Testing
8.1 Introduction
8.2 Factors which Influence the Load-Carrying Capacity of Bridges
8.3 Benefits of Nondestructive Load Tests
8.4 Types of Nondestructive Load Tests
• 8.5 Load Test Measurements
• 8.6 When Not to Load Test
• 8.7 Bridge Safety during Load Tests
8.8 Load Rating through Load Testing
• 8.9 Use of Load Test Results in Permit Decisions
• 8.10 Serviceability Considerations
• 8.11 References
Appendix A8: General Load-Testing Procedures
•Appendix A: Illustrative Examples
A1. Simple Span Composite Steel Stringer Bridge
A2. Reinforced Concrete T-Beam Bridge: Evaluation of an Interior Beam
A3. Simple Span Prestressed Concrete: I-Girder Bridge Evaluation of an Interior Girder (LRFR Only)
A4.Timber Stringer Bridge: Evaluation of an Interior Stringer
A5. Four-Span Continuous Straight Welded Plate Girder Bridge: Evaluation of an Interior Girder
A6. Through Pratt Truss Bridge: Design Load Check of Selected Truss Members
A7. Reinforced Concrete Slab Bridge Design and Legal Load Check
A8. Two-Girder Steel Bridge: Design Load Rating of Girder and Floorbeam
A9. P/S Concrete Adjacent Box-Beam Bridge: Design Load and Permit Load Rating of an Interior Beam
Interim Revision 2013