High Performance Concrete Specifications and Practices for Bridges (2013)
Chapter: Chapter Four - Current Specifications and Practices for Precast, Prestressed Concrete Girders and Deck Panels
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Previous Chapter:
Chapter Three - Current Specifications and Practices for Cast-in-Place Concrete
Next Chapter: Chapter Five - Case Examples of High Performance Concrete Applications in Bridges
Suggested Citation:
"Chapter Four - Current Specifications and Practices for Precast, Prestressed Concrete Girders and Deck Panels ." 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.
Suggested Citation:
"Chapter Four - Current Specifications and Practices for Precast, Prestressed Concrete Girders and Deck Panels ." 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.
Suggested Citation:
"Chapter Four - Current Specifications and Practices for Precast, Prestressed Concrete Girders and Deck Panels ." 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.
Suggested Citation:
"Chapter Four - Current Specifications and Practices for Precast, Prestressed Concrete Girders and Deck Panels ." 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.
Suggested Citation:
"Chapter Four - Current Specifications and Practices for Precast, Prestressed Concrete Girders and Deck Panels ." 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.
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