National Academies Press: OpenBook

Control of Concrete Cracking in Bridges (2017)

Chapter: Appendix C - Cross Reference Table for AASHTO LRFD Bridge Design Specifications

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Page 101
Suggested Citation:"Appendix C - Cross Reference Table for AASHTO LRFD Bridge Design Specifications ." National Academies of Sciences, Engineering, and Medicine. 2017. Control of Concrete Cracking in Bridges. Washington, DC: The National Academies Press. doi: 10.17226/24689.
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Page 101

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101 Appendix C Cross Reference Table for AASHTO LRFd Bridge design Specifications Eighth Edition 2017 Seventh Edition 5.6.3.3—Minimum Reinforcement 5.7.3.3.2 5.6.7—Control of Cracking by Distribution of Reinforcement 5.7.3.4 5.7.2.5—Minimum Transverse Reinforcement 5.8.2.5 5.7.2.6—Maximum Spacing of Transverse Reinforcement 5.8.2.7 5.8.2.6—Crack Control Reinforcement 5.6.3.6 5.9.4.4.1—Splitting Resistance 5.10.10.1 5.9.4.4.2—Confinement Reinforcement 5.10.10.2 5.10.3.2—Maximum Spacing of Reinforcing Bars 5.10.3.2 5.10.6—Shrinkage and Temperature Reinforcement 5.10.8 5.12.2.3.3d—Longitudinal Construction Joints 5.14.4.3.3d

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TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 500: Control of Concrete Cracking in Bridges provides information on methods used to control concrete cracking in bridge superstructures and substructures, and on the influence of cracking on long-term durability. Cracking of concrete in bridges continues to be a concern for bridge owners, particularly with bridge decks exposed to severe environments. The control of cracking for aesthetic, durability, and structural reasons becomes increasingly important as service-life goals are extended and higher-strength concrete, higher-strength reinforcement, and different types of reinforcement are used in bridge construction.

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