High Performance Concrete Specifications and Practices for Bridges (2013)

Chapter: Chapter Five - Case Examples of High Performance Concrete Applications in Bridges

Previous Chapter: Chapter Four - Current Specifications and Practices for Precast, Prestressed Concrete Girders and Deck Panels
Suggested Citation: "Chapter Five - Case Examples of High Performance Concrete Applications in Bridges ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
Page 30
Suggested Citation: "Chapter Five - Case Examples of High Performance Concrete Applications in Bridges ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
Page 31
Suggested Citation: "Chapter Five - Case Examples of High Performance Concrete Applications in Bridges ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
Page 32
Suggested Citation: "Chapter Five - Case Examples of High Performance Concrete Applications in Bridges ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
Page 33
Suggested Citation: "Chapter Five - Case Examples of High Performance Concrete Applications in Bridges ." National Academies of Sciences, Engineering, and Medicine. 2013. High Performance Concrete Specifications and Practices for Bridges. Washington, DC: The National Academies Press. doi: 10.17226/22620.
Page 34
Next Chapter: Chapter Six - Conclusions
Subscribe to Email from the National Academies
Keep up with all of the activities, publications, and events by subscribing to free updates by email.