TRB’s second Strategic Highway Research Program (SHRP 2) Report S2-R19B-RW-1: Bridges for Service Life Beyond 100 Years: Service Limit State Design explores design codes critical for bridges to reach a service live of beyond 100 years.
The report also addresses performance measures and design procedures that utilize criteria to maximize the actual life of a bridge system.
The weigh-in-motion (WIM) data files used in SHRP 2 Renewal Project R19B are available. The Federal Highway Administration's (FHWA) WIM data is courtesy of the FHWA Long-Term Pavement Performance (LTPP) program.
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Table of Contents
|Chapter 1 - Purpose of Report and Relation to Scope||4-13|
|Chapter 2 - Current State of the Art||14-47|
|Chapter 3 - Overview of Calibration Process||48-55|
|Chapter 4 - Deterioration||56-93|
|Chapter 5 - Live Load for Calibration||94-144|
|Chapter 6 - Calibration Results||145-216|
|Chapter 7 - Proposed Changes to AASHTO LRFD||217-259|
|Chapter 8 - Purpose and Contents of Appendix F||260-260|
|Chapter 9 - Summary and Recommendations||261-262|
|Appendix A - SLS Requirements in the Eurocode||269-291|
|Appendix B - SHRP 2 R19B Survey of Bridge Owners||292-303|
|Appendix C - Comparison of Crack Width Prediction Equations for Prestressed Concrete Members||304-309|
|Appendix D - Derivation of the Resistance Prediction Equation of Prestressed Concrete Bridge Girders||310-312|
|Appendix E - Normal Probability Plots of Fatigue Data for the Various Detail Categories||313-321|
|Appendix F - Data Used for Calibration||322-509|
|Renewal Technical Coordinating Committee||510-510|
|Related SHRP 2 Research||511-511|
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