National Academies Press: OpenBook

Concrete Bridge Deck Performance (2004)

Chapter: APPENDIX D - RESEARCH IN PROGRESS

« Previous: APPENDIX C - SUMMARY OF RESPONSES TO SURVEY QUESTIONNAIRE
Page 101
Suggested Citation:"APPENDIX D - RESEARCH IN PROGRESS." National Academies of Sciences, Engineering, and Medicine. 2004. Concrete Bridge Deck Performance. Washington, DC: The National Academies Press. doi: 10.17226/17608.
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Page 101

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101 APPENDIX D Research in Progress Responses to the questionnaire for this synthesis listed the following research projects: Arkansas: Evaluation of bridge deck sealants. Connecticut: Corrosion inhibitors. Delaware: Monitoring high-performance concrete bridge deck projects. Hawaii: Field evaluation of shrinkage-reducing admixtures. Illinois: Evaluation of low-permeability concrete mixes for bridge decks. Indiana: Field investigations of a concrete deck designed by the empirical method. Long-term durability of rapid-set cement-based materials. Transversely prestressed concrete bridge decks. Bridge deck cracking in various superstructure systems. Performance-related specifications. Kansas: Construction of crack-free bridge decks (pooled- fund study with other states). Massachusetts: Performance evaluation and economic analysis of combinations of durability enhancing admixtures for concrete for bridge applications in the northeast. Minnesota: Trial placements of silica fume concrete. Nebraska: Tining versus turf drag finish. New Jersey: High-performance concrete mix designs. New York: Concrete deck material properties. North Dakota: Performance evaluation and monitoring of low-permeability concrete bridge decks. Ohio: Deck cracking. Oklahoma: Corrosion inhibitors. Texas: Methods to control drying shrinkage cracks in concrete bridge decks. Effects of wet mat curing and early loading on long- term durability of bridge decks. Virginia: Concrete shrinkage and creep. Service life of epoxy-coated reinforcement. Bridge deck service life prediction. End-result specifications. Use of stainless steel clad reinforcement. Fiber-reinforced concrete. Lightweight high-performance concrete. Electro-chemical chloride extraction. Wisconsin: Stainless steel clad reinforcement. Alberta: Analysis of 25 years of deck testing and rehabilitation methods. Ontario: High-performance concrete and stainless steel reinforcement. Quebec: Ternary blend cements with different combinations of supplemental materials.

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TRB’s National Cooperative Highway Research Program (NCHRP) Synthesis 333: Concrete Bridge Deck Performance examines previous and current design and construction practices designed to improve the performance of bridge decks. Topics covered in this synthesis include factors that contribute to the durability of concrete bridge decks; performance of various types of deck protection strategies; lessons learned and the current state of the practice in design, construction, and maintenance of concrete bridge decks; available comparative analysis of the effects of using different methods and materials; specific reports of successes and failures; sample design and construction specifications; and more.

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