"Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web" - Information and Links:

Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web - Info and Reading Options

"Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web" was published by Transportation Research Board in 2010 - Washington, D.C, it has 65 pages and the language of the book is English.


“Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web” Metadata:

  • Title: ➤  Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web
  • Author:
  • Language: English
  • Number of Pages: 65
  • Publisher: Transportation Research Board
  • Publish Date:
  • Publish Location: Washington, D.C

“Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web” Subjects and Themes:

Edition Specifications:

  • Pagination: 65 p.

Edition Identifiers:

AI-generated Review of “Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web”:


"Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web" Table Of Contents:

  • 1- Background
  • 2- Research approach
  • 3- Research findings
  • 4- Conclusions, recommendations, and suggested future research.

"Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web" Description:

The Open Library:

This report establishes a user's manual for the acceptance, repair, or rejection of precast/prestressed concrete girders with longitudinal web cracking. The report also proposes revisions to the AASHTO LRFD Bridge Design Specifications and provides recommendations to develop improved crack control reinforcement details for use in new girders. The material in this report will be of immediate interest to bridge engineers.

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