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Suggested Citation:"REFERENCES." National Academies of Sciences, Engineering, and Medicine. 2003. Prefabricated Bridge Elements and Systems to Limit Traffic Disruption During Construction. Washington, DC: The National Academies Press. doi: 10.17226/22025.
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Suggested Citation:"REFERENCES." National Academies of Sciences, Engineering, and Medicine. 2003. Prefabricated Bridge Elements and Systems to Limit Traffic Disruption During Construction. Washington, DC: The National Academies Press. doi: 10.17226/22025.
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Page 50

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40 REFERENCES 1. Babaei, K., A. Fouladgar, and R.T. Nicholson, “Nighttime Bridge Deck Replacement with Full Depth Prefabricated Concrete Panels at Route 7 over Route 50, Fairfax County,” Presented at the 80th An- nual Meeting of the Transportation Research Board, Washington, D.C., 2001. 2. Clarke, J.L., “The Use of Fiber Composites in Con- crete Bridges—A State of the Art Review,” Technical Guide No. 3, Concrete Bridge Development Group, Crowthorne, Berkshire, England, 2000. 3. Head, P.R., “Advanced Composites in Civil Engi- neering: A Critical Overview at This High Interest, Low Usage Stage of Development” (M. El-Badry, ed.), Advanced Composite Materials in Bridges and Structures, Canadian Society of Civil Engineering, Montreal, Quebec, Canada, 1996, pp. 1–15. 4. Johansen, G.E., et al., “Spanning ‘Devils Pool’ with a Prestressed Cable/FRP Tube Structural System” (K. Neale and P. Labossiere, eds.), Advanced Composite Materials in Bridges and Structures, Canadian Soci- ety for Civil Engineering. Montreal, Quebec, Canada, 1992, pp. 15–30. 5. Roper, N.J., Virginia Department of Transportation, 2002 [Online]. Available: http://www.aashtotig.org/ focus_technologies/prefab_elements/elements.stm. 6. Domagalski, T., Illinois Department of Transporta- tion [Online]. Available: http://www.aashtotig.org/ focus_technologies/prefab_elements/elements.stm. 7. McKeel, W.T., Jr., “Bridge Maintenance and Man- agement: A Look to the Future,” A3C06: Committee on Structures Maintenance and Management, Trans- portation Research Board, National Research Coun- cil, Washington, D.C., 2002. 8. Thruway Authority Public Affairs Office, New York Department of Transportation, Administrative Head- quarters [Online]. Available: http://www.aashtotig. org/focus_technologies/prefab_elements/elements.stm. 9. Zaki, A. and M. Lachemi, “Innovative Use of Prefab- ricated Concrete Integrated Deck Systems for Bridges,” Bridge Engineering Conference 2000 (A. Hady Hosny, ed.), Sharam El-Sheikh, Egypt, 2000, pp. 365–375. 10. Zaki, A., “Du Chene River Railway Bridge,” PCI Journal, Vol. 34, No. 5, 1989, pp. 110–117. 11. Utley C.R., Lubbock District Engineer, Texas De- partment of Transportation, 2003 [Online]. Available: http://www.aashtotig.org/focus_technologies/prefab_ elements/elements.stm. 12. Elgaaly, H., Federal Lands Bridge Office, Federal Highway Administration, 2003 [Online]. Available: http://www.aashtotig.org/focus_technologies/prefab_ elements/elements.stm. 13. Khanna, O.S., A.A. Mufti, and B. Bakht, “Experi- mental Investigation of the Role of Reinforcement in Concrete Deck Slabs,” Canadian Journal of Civil Engineering, Vol. 27, No. 3, 2000, pp. 475–480. 14. Mufti, A.A., B. Bakht, and J.P. Newhook, “Experi- mental Investigation of Prefabricated Composite FRP Deck Slabs,” Canadian Society for Civil Engineering 2002—30th Annual Conference, Montreal, Quebec, Canada, 2002. 15. Clendenin, G., Virginia Department of Transportation [Online]. Available: http://www.aashtotig.org/focus _technologies/prefab_elements/elements.stm. 16. Kukreja, D.N., Virginia Department of Transportation [Online]. Available: http://www.aashtotig.org/focus _technologies/prefab_elements/elements.stm. 17. Christian, G.A., New York State Department of Transportation, 2003 [Online]. Available: http://www. aashtotig.org/focus_technologies/prefab_elements/ elements.stm 2003. 18. Freeby, G., Bridge Division, Texas Department of Transportation, 2003 [Online]. Available: http://www. aashtotig.org/focus_technologies/prefab_elements/ elements.stm. 19. Berkenbile, K., STOA/Carlos + Law, 2003 [Online]. Available: http://www.aashtotig.org/focus_ technolo- gies/prefab_elements/elements.stm. 20. Ralls, M.L., Bridge Division, Texas Department of Transportation [Online]. Available: http://www.aash- totig.org/focus_technologies/prefab_elements/ele- ments.stm. 21. Billington, S.L., R.W. Barnes, and J.E. Breen, “Al- ternate Substructure Systems for Standard Highway Bridges,” Journal of Bridge Engineering, Vol. 6, No. 2, 2001, pp. 87–94. 22. American Association of State Highway and Trans- portation Officials [Online]. Available: http://www. aashtotig.org/focus_technologies/prefab_elements/ elements.stm. 23. Nickerson, R.L. and J.B. Policelli, “Woodrow Wilson Bridge Deck Replacement Slide Narrative,” FHWA Office of Structures, Baltimore, Md. 24. Shahawy, M., “Feasibility Study of Transversely Prestressed Double Tee Bridges,” PCI Journal, Vol. 35, No. 5, 1990, Sept.–Oct. 1990. 25. Shahawy, M., “Load Testing of Transversely Prestressed Double Tee Bridges,” Journal of the Pre- fabricated/Prestressed Concrete Institute, Vol. 37, No. 2, March–April, 1992, pp. 86–99. 26. Scanlon, A., A. Aswad, and J. Stellar, “Prefabricated Post-Tensioned Abutment System and Prefabricated Superstructure for Rapid On-Site Construction,” Transportation Research Record 1814, Transporta-

41 tion Research Board, National Research Council, Washington, D.C., 2002, pp. 65–71. 27. Sprinkel, M.M., Synthesis of Highway Practice 119: Prefabricated Bridge Elements and Systems, Trans- portation Research Board, National Research Coun- cil, Washington, D.C., 1985, 75 pp. 28. Billington, S.L. and J.E. Breen, ‘‘Development Proc- ess for a New Substructure System for Standard Bridges,’’ Symposium on Structures for the Future— The Search for Quality, IABSE, Rio de Janeiro, Bra- zil, Vol. 83, 1999. 29. Guide Specification and Commentary for Vessel Col- lision Design of Highway Bridges, American Asso- ciation of State Highway and Transportation Offi- cials, Washington, D.C., 149 pp. 30. Bornscheuer, B.-F. and S. Eisle, “Die Nesenbach- talbruecke—Vom Wettbewerb bis zur Aus-schreibung, Nesenbachtalbrucke (From Competition to Submis- sion),” Stahlbau, Vol. 67, No. 11, 1998, pp. 827–830. 31. Weber, J., “Erstes Bruckenbauwerk aus Spannbeton- fertigteilen mit Hochleistungsbeton B 85, (Bridge Construction Made Using Prefabricated Prestressed Members from High-Performance Concrete B 85),” Betonwerk und Fertigteil-Technik/Concrete Prefabri- cateding (Plant and Technology), Vol. 68, No. 2, 2002, pp. 52–54. 32. Collings, D., “The A13 Viaduct: Construction of a Large Monolithic Concrete Bridge Deck,” Proceed- ings of the Institution of Civil Engineers: Structures and Buildings, Vol. 146, No. 1, 2001, pp. 85–91. 33. Nasir, S., S. Gupta, H. Umehara, and I. Hirasawa, “An Efficient Method for the Construction of Bridge Piers,” Engineering Structures, Vol. 23, No. 9, 2001, pp. 1142–1151. 34. Shekar, V., S.H. Petro, and H.V.S. GangaRao, “Con- struction of Fiber-Reinforced Plastic Modular Decks for Highway Bridges,” Transportation Research Record 1813, Transportation Research Board, National Re- search Council, Washington, D.C., 2002, pp. 203–209. 35. Bakis, C.E., et al., “Fiber-Reinforced Polymer Com- posites for Construction: State-of-the-Art Review,” Journal of Composites for Construction, Vol. 6, No. 2, 2002, pp. 73–87. 36. Dieter, D.A., J.S. Dietsche, L.C. Bank, M.G. Oliva, and J.S. Russell, “Concrete Bridge Decks Con- structed with Fiber-Reinforced Polymer Stay-in- Place Forms and Grid Reinforcing,” Transportation Research Record 1814, Transportation Research Board, National Research Council, Washington, D.C., 2002, pp. 219–226. 37. Iskander, M.G. and M. Hassan, “State of the Practice Review in FRP Composites Piling,” Journal of Com- posites for Construction, Vol. 2, No. 3, 1998, pp. 116–120. 38. Mirmiran, A. and M. Shahawy, “A New Concrete- Filled Hollow FRP Composite Column,” Composites Part B: Engineering, Special Issue on Infrastructure, Vol. 27B, No. 3–4, 1996, pp. 263–268. 39. Mirmiran, A. and M. Shahawy, “Behavior of Con- crete Columns Confined by Fiber Composites,” Journal of Structural Engineering, Vol. 123, No. 5, 1997, pp. 583–590. 40. Mirmiran, A., S. Cabrera, M. Samaan, and M. Sha- hawy, “Design, Manufacture, and Testing of a New Hybrid Column,” Construction and Building Materi- als, Vol. 12, No. 1, 1998, pp. 39–49. 41. Mirmiran, A., M. Shahawy, M. Samaan, H. El Echary, J.C. Mastrapa, and O. Pico, “Effect of Column Pa- rameters on FRP-Confined Concrete,” Journal of Composites for Construction, Vol. 2, No. 4, 1998, pp. 175–185. 42. Seible, F., “U.S. Perspective of Advanced Composites Bridge Technology in Europe and Japan,” Proceedings of the 2nd International Conference on Composites in Infrastructures (H. Saadatmanesh and M.R. Ehsani, eds.), Tucson, Ariz., Vol. 2, 1998, pp. 605–636. 43. “Europe’s First Composite Highway Bridge Opens in Oxfordshire,” Composites Technology, Dec. 2002, p. 11. 44. Keller, T., “New Bridges and Buildings Constructed from Translucent GFRP Sandwich Panels and Glued GFRP Elements,” Proceedings of the 3rd Conference on Advanced Composite Materials in Bridges and Structures (J. Humar and A.G. Razaqpur, eds.), Ot- tawa, Ontario, Canada, 2000, pp. 785–792. 45. Sasaki, I., I. Nishizaki, and H. Sakamoto, “A Bridge Constructed Entirely of Composites and the Results of Load Testing,” Proceedings of the 2nd Interna- tional Conference on Composites in Infrastructures (H. Saadatmanesh and M. R. Ehsani, eds.), Tucson, Ariz., Vol. 1, 1998, pp. 657–666.

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TRB’s National Cooperative Highway Research Program (NCHRP) Synthesis Report 324: Prefabricated Bridge Elements and Systems to Limit Traffic Disruption During Construction assesses and documents the use of innovative prefabricated elements and systems and assesses its effects on on-site construction time and cost, closure time, and environmental impacts. The synthesis report also looks at the use of fiber-reinforced polymers and other advanced materials and new technologies that are gaining in popularity but are still in the experimental stages.

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