National Academies Press: OpenBook
« Previous: Abbreviations
Page 128
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems. Washington, DC: The National Academies Press. doi: 10.17226/27029.
×
Page 128
Page 129
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems. Washington, DC: The National Academies Press. doi: 10.17226/27029.
×
Page 129
Page 130
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems. Washington, DC: The National Academies Press. doi: 10.17226/27029.
×
Page 130
Page 131
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems. Washington, DC: The National Academies Press. doi: 10.17226/27029.
×
Page 131
Page 132
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems. Washington, DC: The National Academies Press. doi: 10.17226/27029.
×
Page 132

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

128 References AASHTO. (2017), AASHTO LRFD Bridge Design Specications, American Association of State Highway and Transportation Ocials, Washington, DC. Attanayake, U., and Aktan, H. (2008), Issues with Reective Deck Cracks in Side-by-Side Box Beam Bridges, e 4th Concrete Bridge Conference, Hyatt Regency, St. Louis, MO, May 4–7, 2008. Attanayake, U., and Aktan, H. (2015), First-Generation ABC System, Evolving Design, and Half a Century of Performance: Michigan Side-by-Side Box-Beam Bridges, Journal of Performance of Constructed Facilities, Vol. 29, No. 3. Baseheart, T. M., Miller, R. A., and Shahrooz, B. M. (2001), Use of High Performance Concrete for an Adjacent Box Beam Bridge in Guernsey County, OH, Final Report, Ohio Department of Transportation. De la Varga, I., Haber, Z. B., and Graybeal, B. A. (2016), Performance of Grouted Connections for Prefabricated Bridge Elements—Part I: Material-Level Investigation on Shrinkage and Bond, Proceedings of the 2016 Precast/Prestressed Concrete Institute National Bridge Conference, Nashville, TN. Dong, H., Li, Y., and Ahlborn, T. M. (2007), Performance of Joint Connections between Decked Prestressed Concrete Bridge Girders, PCI National Bridge Conference, Proceedings, Phoenix, AZ. Dong, X. (2002), Trac Forces and Temperature Eects on Shear Key Connections for Adjacent Box Girder Bridge, A dissertation submitted in partial fulllment for the degree of Doctor of Philosophy, University of Cincinnati. El-Remaily, A., Tadros, M. K., Yamane, T., and Krause, G. (1996), Transverse Design of Adjacent Prestressed Concrete Box Girder Bridges, PCI Journal, Vol. 41, No. 4 pp. 96–107. Fu, C. C., Pan, Z., and Ahmed, M. S. (2011), Transverse Posttensioning Design of Adjacent Precast Solid Multi- beam Bridges, Journal of Performance of Constructed Facilities, Vol. 25, No. 3, pp. 223–230. Grace, N. F., Jensen, E. A., and Bebawy, M. R. (2012), Transverse Post-tensioning Arrangement for Side-by-side Box-beam Bridges, PCI Journal, Vol. 57, No. 2, pp. 48–63. Graybeal, B. (2017a), Adjacent Box Beam Connections: Performance and Optimization, FHWA Publication No.: FHWA-HRT-17-094. Graybeal, B. (2017b), Bond of Field-Cast Grouts to Precast Concrete Elements, FHWA Publication No: FHWA- HRT-16-081. Greuel, A., Rogers, B., Miller, R., Shahrooz, B. M., and Baseheart, T. M. (2000), Evaluation of a High-Performance Concrete Box Girder Bridge, PCI Journal, Vol. 45, No. 6. Gulyas, R. J., Wirthlin, G. J., and Champa, J. T. (1995), Evaluation of Keyway Grout Test Methods for Precast Concrete Bridges, PCI Journal, Vol. 40, No. 1, pp. 44–57. Hanna, K., Morcous, G., and Tadros, M. K. (2011), Adjacent box girders without internal diaphragms or post- tensioned joints, PCI Journal, Vol. 56, No. 4, pp. 51–64. Hansen, J., Hanna, K., and Tadros, M. K. (2012), Simplied Transverse Post-Tensioning Construction and Maintenance of Adjacent Box Girders, PCI Journal, Vol. 57, No. 2, pp. 64–79. Harries, K. A. (2006), Full-scale Testing Program on De-commissioned Girders from the Lake View Drive Bridge, Report to the Pennsylvania Department of Transportation. Report FHWA-PA-2006-008-EMG001, Department of Civil and Environmental Engineering, University of Pittsburgh. Harries, K. A. (2009), Structural Testing of Prestressed Concrete Girders from the Lake View Drive Bridge, ASCE Journal of Bridge Engineering, Vol. 14, No. 2, pp. 78–92. Hawkins, N. M., and Fuentes, J. B. (2003), Structural Condition Assessment and Service Load Performance of Deteriorated Pretensioning Deck Beam Bridges, Civil Engineering Studies, Transportation Engineering Services, No. 124. Illinois Cooperative Highway and Transportation Series No. 285, Report No. FHWA-IL-UI-285. Hlavacs, G. M., Long, T., Miller, R. A., and Baseheart, T. M. (1997), Nondestructive Determination of Response of Shear Keys to Environmental and Structural Cyclic Loading, Transportation Research Record, No. 1574, pp. 18–24.

References 129 Huckelbridge A. A. and El-Esnawi, H. H. (1997), Evaluation of Improved Shear-Key Designs for Multi-Beam Box Girder Bridges, Final Report No. FHWA/OH/97-009, Department of Civil Engineering, Case Western Reserve University, Cleveland, OH. Huckelbridge, A. A., El-Esnawi, H. H., and Moses, F. (1995), Shear Key Performance in Multibeam Box Girder Bridges, Journal of Performance of Constructed Facilities, Vol. 9, No. 4, pp. 271–285. Hussein, H. H., Sargand, S. M., Khoury, I., and Al-Jhayyish, K. H. (2017a), Contribution of Transverse Tie Bars to Load Transfer in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Key, Journal of Performance of Constructed Facilities, Vol. 31, No. 2. Hussein, H. H., Sargand, S. M., Khoury, I. and Al-Jhayyish, K. H. (2017b), Environment-Induced Behavior of Transverse Tie Bars in Adjacent Prestressed Box-Girder Bridges with Partial Depth Shear Keys, Journal of Performance of Constructed Facilities, Vol. 31, No. 5. Issa, M. A., do Valle, C. L. R., Abdalla, H. A., Islam, S., and Issa, M. A. (2003), Performance of Transverse Joint Grout Materials in Full-Depth Precast Concrete Bridge Deck Systems. PCI Journal, Vol. 48, No. 4, pp. 92–103. Kim, J. H. J., Nam, J. W., Kim, H. J., Kim, J. H., and Keun, J. B. (2008), Overview and applications of precast, prestressed concrete adjacent box-beam bridges in South Korea. PCI Journal, Vol. 53, No. 4, pp. 83–107. Lall, J., Alampalli, S. and DiCocco, E. F. (1998), Performance of Full Depth Shear Keys in Adjacent Prestressed Box Beam Bridges, PCI Journal, Vol. 43, No. 2, pp. 72–79. Lopez de Murphy, M. L., Kim, J., Sang, Z., and Xiao, C. (2010), Determining More Effective Approaches for Grouting Shear Keys of Adjacent Box Beams, Pennsylvania Department of Transportation, Report FHWA PA-2010-014-PSU 014. Liu, Z. and Phares, B. (2019), Small-Scale Investigation on Wide Longitudinal Joints Filled with Shrinkage- Compensated Concrete for Adjacent Box Beam Bridges, Journal of Bridge Engineering, Vol. 24, No. 12, DOI: 10.1061/(ASCE)BE.1943-5592.0001465. Miller, R. A., Hlavacs, G. M., Long, T., and Greuel, A. (1999), Full-Scale Testing of Shear Keys for Adjacent Box Girder Bridges, PCI Journal, Vol. 44, No. 6, pp. 80–90. Miller, R. A., Swanson, J., Engel, R., Nursairat, J., Walters, R., and Barnhart, J. (2009), Evaluation of the Effectiveness of the Strategic Initiative 9 Pilot Bridge Concepts, Research Report to the Ohio Department of Transportation, State Job Number 14811(0). Patnaik, A., and Habouh, M., (2018), Waterproofing Details of Connections for Adjacent Precast Concrete Box- beam Bridges, Research report to the Ohio Department of Transportation, Office of Statewide Planning & Research and Ohio’s Research Initiative for Locals, State Job Number 134847 and 2015 ORIL2. Russell, H. G. (2009), NCHRP Synthesis 393: Adjacent Precast Concrete Box Beam Bridges: Connection Details, Transportation Research Board of the National Academies, Washington, DC. Sang, Z. (2010). A Numerical Analysis of the Shear Key Cracking Problem in Adjacent Box Beam Bridges, Doctoral dissertation, The Pennsylvania State University. Semendary, A., Walsh, K., Steinberg, E. (2017a), Early-Age Behavior of an Adjacent Prestressed Concrete Box-Beam Bridge Containing UHPC Shear Keys with Transverse Dowels, Journal of Bridge Engineering, Vol. 22, No. 5. Semendary, A., Steinberg, E., Walsh, K., and Barnard, E. (2017b), Live-Load Moment-Distribution Factors for Adjacent Precast Prestressed Concrete Box Beam Bridge with Reinforced UHPC Shear Key Connections, Journal of Bridge Engineering, Vol. 22, No. 11. Sharpe, G. P. (2007). Reflective cracking of shear keys in multi-beam bridges, Doctoral dissertation, Texas A&M University. Shi, W., Shafei B., Liu, Z., Phares, B. M., (2019), Early-Age Performance of Longitudinal Bridge Joints Made with Shrinkage Compensating Cement Concrete. Engineering Structures, Vol. 197. https://doi.org/10.1016/ j.engstruct.2019.109391. Steinberg, E., Miller, R., Huffman, J., and Stilings, T., (2011a), Full Scale Destructive Testing of an Adjacent Prestressed Concrete Box Beam Bridge, 2011 PCI Annual Convention and National Bridge Conference, Salt Lake City, Utah, October 22–26. Steinberg, E., Miller, R., Nims, D., and Sargand, S., (2011b), Structural Evaluation of LIC-310-0396 and FAY-35-17-6.82 Box Beams with Advanced Strand Deterioration, Final Report, Ohio Department of Trans- portation and the Federal Highway Administration, September. Ulku, E., Attanayake, U., and Aktan, H. M. (2010), Rationally Designed Staged Posttensioning to Abate Reflective Cracking on Side-by-Side Box-Beam Bridge Decks. Transportation Research Record: Journal of the Transpor- tation Research Board, No. 2172, pp. 87–95.

Abbreviations and acronyms used without de nitions in TRB publications: A4A Airlines for America AAAE American Association of Airport Executives AASHO American Association of State Highway Officials AASHTO American Association of State Highway and Transportation Officials ACI–NA Airports Council International–North America ACRP Airport Cooperative Research Program ADA Americans with Disabilities Act APTA American Public Transportation Association ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials ATA American Trucking Associations CTAA Community Transportation Association of America CTBSSP Commercial Truck and Bus Safety Synthesis Program DHS Department of Homeland Security DOE Department of Energy EPA Environmental Protection Agency FAA Federal Aviation Administration FAST Fixing America’s Surface Transportation Act (2015) FHWA Federal Highway Administration FMCSA Federal Motor Carrier Safety Administration FRA Federal Railroad Administration FTA Federal Transit Administration GHSA Governors Highway Safety Association HMCRP Hazardous Materials Cooperative Research Program IEEE Institute of Electrical and Electronics Engineers ISTEA Intermodal Surface Transportation Efficiency Act of 1991 ITE Institute of Transportation Engineers MAP-21 Moving Ahead for Progress in the 21st Century Act (2012) NASA National Aeronautics and Space Administration NASAO National Association of State Aviation Officials NCFRP National Cooperative Freight Research Program NCHRP National Cooperative Highway Research Program NHTSA National Highway Traffic Safety Administration NTSB National Transportation Safety Board PHMSA Pipeline and Hazardous Materials Safety Administration RITA Research and Innovative Technology Administration SAE Society of Automotive Engineers SAFETEA-LU Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (2005) TCRP Transit Cooperative Research Program TEA-21 Transportation Equity Act for the 21st Century (1998) TRB Transportation Research Board TSA Transportation Security Administration U.S. DOT United States Department of Transportation

Transportation Research Board 500 Fifth Street, NW Washington, DC 20001 ADDRESS SERVICE REQUESTED ISBN 978-0-309-69842-9 9 7 8 0 3 0 9 6 9 8 4 2 9 9 0 0 0 0

Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems Get This Book
×
 Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems
Buy Paperback | $88.00
MyNAP members save 10% online.
Login or Register to save!
Download Free PDF

Bridges constructed with adjacent precast prestressed concrete box beams have been in service for many years and provide an economical solution for short and medium span bridges. A recurring problem is cracking in the longitudinal grouted joints between adjacent beams, resulting in reflective cracks forming in the asphalt wearing surface or concrete deck.

The TRB National Cooperative Highway Research Program's NCHRP Research Report 1026: Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems presents guidelines developed for the design and construction of various adjacent precast box beam bridge systems to enhance the performance of connections and bridge service life and to propose design and construction specifications.

READ FREE ONLINE

  1. ×

    Welcome to OpenBook!

    You're looking at OpenBook, NAP.edu's online reading room since 1999. Based on feedback from you, our users, we've made some improvements that make it easier than ever to read thousands of publications on our website.

    Do you want to take a quick tour of the OpenBook's features?

    No Thanks Take a Tour »
  2. ×

    Show this book's table of contents, where you can jump to any chapter by name.

    « Back Next »
  3. ×

    ...or use these buttons to go back to the previous chapter or skip to the next one.

    « Back Next »
  4. ×

    Jump up to the previous page or down to the next one. Also, you can type in a page number and press Enter to go directly to that page in the book.

    « Back Next »
  5. ×

    To search the entire text of this book, type in your search term here and press Enter.

    « Back Next »
  6. ×

    Share a link to this book page on your preferred social network or via email.

    « Back Next »
  7. ×

    View our suggested citation for this chapter.

    « Back Next »
  8. ×

    Ready to take your reading offline? Click here to buy this book in print or download it as a free PDF, if available.

    « Back Next »
Stay Connected!