Full-Depth Precast Concrete Bridge Deck Panel Systems (2008)

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.

108 1. Yamane, T., M. K. Tadros, S. S. Badie, and M. C. Baishya. Full- Depth Precast Prestressed Concrete Bridge Deck System. PCI Jour- nal, Vol. 43, No. 3, May-June 1998, pp. 50–66. 2. Tadros, M. K., and M. C. Baishya. NCHRP Report 407: Rapid Replacement of Bridge Decks. TRB, National Research Council, Washington, D.C., 1998. 3. Badie, S. S., M. C. Baishya, and M. K. Tadros. NUDECK—An Effi- cient and Economical Precast Bridge Deck System. PCI Journal, Vol. 43, No. 5, Sept.-Oct. 1998, pp. 56–74. 4. Bassi, K. G., S. S. Badie, M. C. Baishya, and M. K. Tadros. Discus- sion: NUDECK—An Efficient and Economical Precast Bridge Deck System. PCI Journal, Vol. 44, No. 2, March-April 1999, pp. 94–95. 5. Badie, S. S., M. C. Baishya, and M. K. Tadros. Innovative Bridge Panel System A Success. Concrete International, Vol. 21, No. 6, June 1999, pp. 51–54. 6. Fallaha, S., C., C. Sun, M. D. Lafferty, and M. K. Tadros. High Performance Precast Concrete NUDECK Panel System for Nebraska’s Skyline Bridge. PCI Journal, Vol. 49, No. 5, Sept.-Oct. 2004, pp. 40–50. 7. AASHTO LRFD Bridge Design Specifications, 3rd ed. American Association of State Highway and Transportation Officials, Wash- ington, D.C., 2004, with 2005 and 2006 interim revisions. 8. AASHTO LRFD Bridge Construction Specifications, 2nd ed. Ameri- can Association of State Highway and Transportation Officials, Washington, D.C., 2004, with 2006 interim revisions. 9. Anderson, A. R. Special Report 132: Systems Concepts for Precast and Prestressed Concrete Bridge Construction. HRB, National Research Council, Washington, D.C., 1972, pp. 9–21. 10. Biswas, M. Precast Bridge Deck Design Systems. PCI Journal, Vol. 21, No. 2, March-April 1986, pp. 40–94. 11. Babaei, K., A. Fouladgar, and R. Nicholson. Nighttime Bridge Deck Replacement with Full Depth Precast Concrete Panels at Route 7 Over Route 50, Fairfax County, Virginia. Presented at Transporta- tion Research Board 80th Annual Meeting, Washington, D.C., 2001. 12. Culmo, M. P. Bridge Deck Rehabilitation Using Precast Concrete Slabs. Presented at 8th Annual International Bridge Conference, Pittsburgh, Penn., 1991. 13. Donnaruma, R. C. A Review of the Development of System for Pre- cast Deck Replacement for Composite I-Beam Bridges. Report to the Research Committee. International Bridge, Tunnel & Turnpike As- sociation, Chicago, Ill., Aug. 1974. 14. Donnaruma, R. C. Performance of Precast Concrete Bridge Deck Panels on the New York Thruway. Presented at Transportation Re- search Board 62nd Annual Meeting, Washington, D.C., 1983. 15. Farago, B., A. C. Agarwal, J. Brown, and K. G. Bassi. Precast Con- crete Deck Panels for Girder Bridges. Special Report, Ministry of Transportation, Ontario, Canada, 1992. 16. Issa, M., A., et al. State-of-the-Art Report: Full Depth Precast and Precast, Prestressed Concrete Bridge Deck Panels. PCI Journal, Vol. 40, No. 1, Jan.-Feb. 1995, pp. 59–80. 17. Kropp, P. K., E. L. Milinski, M. J. Gulzwiller, and R. B. Lee. Use of Precast Prestressed Concrete For Bridge Decks. Joint highway research project conducted by Engineering Experiment Station, Purdue University, in cooperation with the Indiana State Highway Commission and the Federal Highway Administration. Final Report, July 1975, revised Dec. 1976. 18. Lutz, J. G., and D. J. Scalia. Deck Widening and Replacement of Woodrow Wilson Memorial Bridge. PCI Journal, Vol. 29, No. 3, May-June 1984, pp. 74–93. 19. Salvis, C. Precast Concrete Deck Modules for Bridge Deck Recon- struction. In Transportation Research Record 871, TRB, Washing- ton, D.C., 1982, pp. 30–33. 20. Togashi, M., T. Ota, Y. Hiyama, T. Furumura, and T. Konishi. Application of Precast Slab and Sidewall to Construction of Bridge. Journal of Prestressed Concrete, Japan Prestressed Concrete Engineer- ing Association, Vol. 35, No. 1, Jan.-Feb. 1993, pp. 22–32. 21. Nottingham, D. Joint Grouting in Alaska Bridges and Dock Decks. Concrete International, Vol. 18, No. 2, Feb. 1996, pp. 45–48. 22. Gulyas, R. J. Precast Bridge Decks: Keyway Grouting Data. Concrete International, Vol. 18, No. 8, Aug. 1996. 23. Issa, M., A., et al. Performance of Transverse Joint Grout Materials in Full-Depth Precast Concrete Bridge Deck Systems. PCI Journal, Vol. 48, No. 4, July-Aug. 2003, pp. 92–103. 24. Sprinkel, M. M. Evaluation of Latex-Modified and Silica Fume Concrete Overlays Placed on Six Bridges in Virginia. Report No. 01-R3. Virginia Transportation Research Council, Charlottesville, Va., Aug. 2000. 25. Sprinkel, M. M. High Performance Concrete Overlays for Bridges. Presented at Concrete Bridge Conference/PCI Annual Convention, Orlando, Fl., 2003. 26. Menkulasi, F., and C. L. Roberts-Wollmann. Behavior of Horizontal Shear Connectors for Full-Depth Precast Concrete Bridge Decks on Prestressed I-Girders. PCI Journal, Vol. 50, No. 3 , May-June 2005, pp. 60–73. 27. Standard Specifications for Highway Bridges, 17th ed. American Association of State Highway and Transportation Officials, Washington, D.C., 2002. 28. Newmark, N. M., and C. P. Siess. Design of Slab and Stringer High- way Bridges. Public Roads, Vol. 23, No. 1, 1943. References

29. Viest, I. M., and C. P. Siess. Composite Construction for I-Beam Bridges. In Highway Research Board Proceedings, Vol. 32, 1953. 30. Viest, I. M., and C. P. Siess Design of Channel Shear Connectors for Composite I-Beam Bridges. Public Roads, Vol. 28, No. 1, 1954. 31. Issa, M. A., T. A. Patton, H. A. Abdalla, A. A. Youssif, and M. A. Issa. Composite Behavior of Shear Connections in Full-Depth Pre- cast Concrete Bridge Deck Panels on Steel Stringers. PCI Journal, Vol. 48, No. 5, Sept.-Oct. 2003, pp. 76–89. 32. Markowski, S. M., F. G. Ehmke, M. G. Oliva, J. W. Carter III, L. C. Bank, J. S. Russell, S. Woods, and R. Becker. Full-Depth, Precast, Prestressed Bridge Deck Panel System for Bridge Construction in Wisconsin. In Proceedings of the PCI/National Bridge Conference, Palm Springs, Calif., 2005. 33. Recording and Coding Guide for the Structure Inventory and Appraisal of the Nation’s Bridges. Report No. FHWA-PD-96-001. Federal Highway Administration, Washington D.C., 1995. 34. Badie, S. S., M. K. Tadros, H. F. Kakish, D. L. Splittgerber, and M. C. Baishya. Large Studs for Composite Action in Steel Bridge Girders. Journal of Bridge Engineering, Vol. 7, No. 3, May-June 2002, pp. 195–203. 35. Bridge Design Manual, 2nd ed. Precast/Prestressed Concrete Insti- tute, Chicago, Ill., 2003. 36. Tadros, M. K., S. S. Badie, and M.R. Kamel. A New Connection Method for Rapid Removal of Bridge Decks. PCI Journal, Vol. 47, No. 3, May-June 2002, pp. 2–12. 37. Standard Practice for Laboratory Testing of Bridge Decks. ASTM D6275-2003, ASTM International, West Conshohocken, Pa., 2003. 38. Saatcioglu, M., et al. Displacement-Based Design of Reinforcement Concrete Columns for Confinement. ACI Structural Journal, Jan.- Feb., 2002. 39. Sun, C., A. Girgis, M. K. Tadros, and S. S. Badie. Structural Behav- ior of Flexural Member with High Strength Concrete. In Proceed- ings of PCI/National Bridge Conference, Atlanta, Ga., 2004. 40. Building Code Requirements for Structural Concrete and Commen- tary. ACI 318-05, American Concrete Institute, Farmington Hills, Mich., 2005. 41. Fallaha, S., C. Sun, M. D. Lafferty, and M. K. Tadros. High Perfor- mance Precast Concrete NUDECK Panel System for Nebraska’s Skyline Bridge. PCI Journal, Vol. 49, No. 5, Sept.-Oct. 2004, pp. 40–50. 42. Badie, S. S., A. Girgis, N. Nguyen, and M. K. Tadros. Development and Application of Large-Size Shear Studs to Steel Girder Bridges. Engineering Journal, Vol. 44, No. 2, 2007, pp. 79–90. 43. Oehlers, D. J., and M. A. Bradford. Elementary Behavior of Com- posite Steel and Concrete Structural Members. Elsevier Science, United Kingdom, 2000. 44. Oehlers, D. J., and M. A. Bradford. Composite Steel and Concrete Structural Members, Fundamental Behavior, 2nd ed. Elsevier Sci- ence, United Kingdom, 2004. 45. Ollgaard, J. G., R. G. Slutter, and J. W. Fisher. Shear Strength of Stud Connectors in Lightweight and Normal Density Concrete. Engineering Journal, Vol. 8, 1971, pp. 55–64. 46. Viest, I. M. Investigation of Stud Shear Connectors for Composite Concrete and Steel T-Beams. American Concrete Institute Journal Proceedings, Vol. 52, No. 4, April 1956, pp. 875–891. 47. Badie, S.S., and M. K. Tadros. I-Girder/Deck Connection for Efficient Deck Replacement. Final Report, Project No. PR-PL-1(035)P516. Nebraska Department of Roads, Dec. 2000. 48. Oehlers, D. J., and R. P. Johnson. The Strength of Stud Shear Con- nectors in Composite Beams. The Structural Engineer, 1987. 109