Bridges for Service Life Beyond 100 Years: Service Limit State Design (2014)

Chapter: Related SHRP 2 Research

Unfortunately, this book can't be printed from the OpenBook. If you need to print pages from this book, we recommend downloading it as a PDF.

Visit NAP.edu/10766 to get more information about this book, to buy it in print, or to download it as a free PDF.

Contents
Chapter
Page of 511
About This Book

« Previous: Renewal Technical Coordinating Committee

Page 511

Suggested Citation:"Related SHRP 2 Research." National Academies of Sciences, Engineering, and Medicine. 2014. Bridges for Service Life Beyond 100 Years: Service Limit State Design. Washington, DC: The National Academies Press. doi: 10.17226/22441.

×

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

Geotechnical Solutions for Soil Improvement, Rapid Embankment Construction, and Stabilization of the Pavement Working Platform (R02) Innovative Bridge Designs for Rapid Renewal (R04) Nondestructive Testing to Identify Concrete Bridge Deck Deterioration (R06A) Mapping Voids, Debonding, Delaminations, Moisture, and Other Defects Behind or Within Tunnel Linings (R06G) Bridges for Service Life Beyond 100 Years: Innovative Systems, Subsystems, and Components (R19A)

Bridges for Service Life Beyond 100 Years: Service Limit State Design Get This Book

×

Bridges for Service Life Beyond 100 Years: Service Limit State Design

MyNAP members save 10% online.
Login or Register to save!

Download Free PDF

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.

Software Disclaimer: This software is offered as is, without warranty or promise of support of any kind either expressed or implied. Under no circumstance will the National Academy of Sciences or the Transportation Research Board (collectively "TRB") be liable for any loss or damage caused by the installation or operation of this product. TRB makes no representation or warranty of any kind, expressed or implied, in fact or in law, including without limitation, the warranty of merchantability or the warranty of fitness for a particular purpose, and shall not in any case be liable for any consequential or special damages.

READ FREE ONLINE

×
Welcome to OpenBook!

You're looking at OpenBook, NAP.edu's online reading room since 1999. Based on feedback from you, our users, we've made some improvements that make it easier than ever to read thousands of publications on our website.

Do you want to take a quick tour of the OpenBook's features?
No Thanks Take a Tour »
×
Show this book's table of contents, where you can jump to any chapter by name.
« Back Next »
×
...or use these buttons to go back to the previous chapter or skip to the next one.
« Back Next »
×
Jump up to the previous page or down to the next one. Also, you can type in a page number and press Enter to go directly to that page in the book.
« Back Next »
×
To search the entire text of this book, type in your search term here and press Enter.
« Back Next »
×
Share a link to this book page on your preferred social network or via email.
« Back Next »
×
View our suggested citation for this chapter.
« Back Next »
×
Ready to take your reading offline? Click here to buy this book in print or download it as a free PDF, if available.
« Back Next »

Stay Connected!