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37 1. AASHTO LRFD Bridge Design Specifications, 3rd ed., American Association of State Highway and Transporta- tion Officials, Washington, D.C., 2004. 2. Bridge Welding Code, Report AASHTO/AWS-D1.5M/ D1.5:2002, American Association of State Highway and Transportation Officials, Washington, D.C., 2002, 383 pp. 3. Manual for Condition Evaluation and Load and Resis- tance Factor Rating (LRFR) of Highway Bridges, American Association of State Highway and Trans- portation Officials, Washington, D.C., 2004. 4. 23 CFR 650, Subpart C National Bridge Inspection Standards, Federal Highway Administration, Washing- ton, D.C., Apr. 2001. 5. âCollapse of U.S. 35 Bridge, Point Pleasant, West Vir- ginia, December 15, 1967,â Report NTSB-HAR-71-1, National Transportation Safety Board, Washington, D.C., 1971. 6. Dicker, D., âPoint Pleasant Bridge Collapse Mechanism Analyzed,â Civil Engineering, Vol. 41, No. 7, July 1971, pp. 61â66. 7. Scheffey, C.F., âPt. Pleasant Bridge Collapse: Conclu- sions of the Federal Study,â Civil Engineering, Vol. 41, No. 7, July 1971. 8. Bennett, J.A. and H. Mindlin, âMetallurgical Aspects of the Failure of the Point Pleasant Bridge,â ASTM Jour- nal of Testing and Evaluation, Vol. 1, No. 2, Mar. 1973, pp. 152â161. 9. Barsom, J.M., âThe Development of the AASHTO Fracture Toughness Requirements for Bridge Steels,â Proceedings, USâJapan Cooperative Science Seminar, American Iron and Steel Institute, Washington, D.C., 1974. 10. Frank, K.H. and C.F. Galambos, âApplication of Frac- ture Mechanics to Analysis of Bridge Failure,â Proceed- ings, Specialty Conference on Safety and Reliability of Metal Structures, American Society of Civil Engineers, New York, N.Y., 1972. 11. Fisher, J.W., Fatigue and Fracture in Steel Bridges: Case Studies, John Wiley and Sons, New York, N.Y., 1984, 336 pp. 12. Dexter, R.J., W.J. Wright, and J.W. Fisher, âFatigue and Fracture of Steel Girders,â Journal of Bridge Engineer- ing, Vol. 9, No. 3, May/June 2004, pp. 278â286. 13. Wright, W.J., H. Tjiang, J. Hartmann, and P. Albrecht, âFracture Resistance of Modern Bridge Steels,â Proceed- ings, ASCE Structures Congress, Philadelphia, Pa., 2000. 14. Dexter, R.J., M.J. Mutziger, and C.B. Osberg, NCHRP Report 467: Performance Testing for Modular Bridge Joint Systems, Transportation Research Board, National Research Council, Washington, D.C., 2002, 92 pp. 15. Dexter, R.J. and J.W. Fisher, âFatigue and Fracture,â In Handbook of Bridge Engineering, W.F. Chen, Ed., CRC Press, Boca Raton, Fla., 1999. 16. Fisher, J.W., âThe Evolution of Fatigue-Resistant Steel Bridges,â 1997 Distinguished Lectureship, Paper No. 971520, 76th Annual Meeting of the Transporta- tion Research Board, Washington, D.C., Jan. 12â16, 1997, pp. 1â22. 17. Barsom, J.M. and S.T. Rolfe, Fracture and Fatigue Con- trol in Structures: Applications of Fracture Mechanics, 3rd ed., American Society for Testing and Materials, West Conshohocken, Pa., 1999. 18. Schilling, C.G., K.H. Klippstein, J.M. Barsom, S.R. Novak, and G.T. Blake, Low Temperature Tests of Sim- ulated Bridge Members, Report No. 97.021-001(3), American Iron and Steel Institute, Washington, D.C., 1972. 19. Roberts, R., G.R. Irwin, G.V. Krishna, and B.T. Yen, Fracture Toughness of Bridge SteelsâPhase II, Report FHWA-RD-74-59, Federal Highway Administration, Washington, D.C., 1974, 418 pp. 20. Roberts, R. and G.V. Krishna, Fracture Behavior of A36 Bridge Steels, Report FHWA-RD-77-156, Federal High- way Administration, Washington, D.C., 1977, 59 pp. 21. Roberts, R., et al., Determination of Tolerable Flaw Sizes in Full Size Welded Bridge Details, Report FHWA-RD- 77-170, Federal Highway Administration, Washington, D.C., Dec. 1977, 427 pp. 22. Guide Specifications for Fracture Critical Non-Redundant Steel Bridge Members, American Association of State Highway and Transportation Officials, Washington, D.C., 1989 (with interims), originally published in 1978. 23. Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges, ASTM A709, ASTM International, West Conshohocken, Pa., 2004. 24. Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges, AASHTO M270, Standard Specifications for Transportation Materials and Methods of Sampling and Testing, Part 1, Materials, 21st ed., American Asso- ciation of State Highway and Transportation Officials, Washington, D.C., 2001. 25. Failla, K.S., âNew Mianus Bridge Report Disputes Ear- lier Study,â Civil Engineering, Vol. 55, No. 4, Apr. 1985. 26. âAnatomy of Fracture: Mianus River Bridge,â Engineer- ing News Record, Vol. 218, No. 8, Feb. 1987. 27. Park, S.H., Bridge Inspection and Structural Analysis: Handbook of Bridge Inspection, Park, Trenton, N.J., 1980. 28. Harland, J.W., R.L. Purvis, D.R. Graber, P. Albrecht, and T.S. Flournoy, Inspection of Fracture Critical Bridge Members: Supplement to the Bridge Inspectorâs Training Manual (final report), Report FHWA-IP-86-26, Federal Highway Administration, McLean, Va., Sep. 1986. REFERENCES
29. Bridge Inspectors Reference Manual, FHWA NHI 03- 002, Federal Highway Administration, Washington, D.C., Oct. 2002. 30. Harper, J., âUnderbridge Equipment,â Bridge Builder, Oct.âDec. 2003, p. 25. 31. Zettler, R., âCrisis Averted,â Bridge Builder, Mar.âApr. 2004, pp. 24â26. 32. Hearn, G., et al., Bridge Management Systems, Federal Highway Administration, Washington, D.C., to be published. 33. Verma, K., et al., Steel Bridge Fabrication Technolo- gies in Europe and Japan, Report FHWA-PL-01-018, Federal Highway Administration, Washington, D.C., Mar. 2003. 34. Ghosn, M. and F. Moses, NCHRP Report 406: Redun- dancy in Highway Bridge Superstructures, Trans- portation Research Board, National Research Council, Washington, D.C., 1998, 50 pp. 35. âBridge Disasters in the United States,â CNN, May 26, 2002 [Online]. Available: http://www.cnn.com/2002/US/ 05/26/bridge.accidents. 36. Fisher, J.W., A.W. Pense, and R. Roberts, âEvaluation of Fracture of Lafayette Street Bridge,â Journal of the Struc- tural Division, Vol. 103, No. 7, July 1977, pp. 1339â1357. 37. Connor, R.J., E.J. Kaufmann, J. Jin, and C.H. Davies, âForensic Investigation of the SR422 Over the Schuylkill River Girder Fracture,â Proceedings of the Twenty-First International Bridge Conference, Pittsburgh, Pa., 2004. 38. Wright, W.J., J.W. Fisher, and B. Sivakumar, Hoan Bridge Failure Investigation, Federal Highway Admin- istration, Washington, D.C., 2001. 39. Harper, J. and S. Lender, âEmergency Fix,â Bridge Builder, Oct.âDec. 2003, pp. 26â28. 40. Idriss, R.L., K.R. White, C.B. Woodward, and D.V. Jauregui, âAfter-Fracture Redundancy of Two Girder Bridge: Testing I-40 Bridges Over Rio Grande,â Con- ference Proceedings 7, Fourth International Bridge Engi- neering Conference, Aug. 28â30, 1995, San Francisco, Calif., pp. 316â326. 41. Kritzler, R.W. and J. Mohammadi, âProbabilistic Eval- uation of Redundancy of Bridge Structures,â Proceed- ings of the Sixth Specialty Conference, Denver, Colo., July 8â10, 1992. 42. Moses, F., âEvaluation of Bridge Safety and Remain- ing Life,â Conference Proceeding, In Structural Design, Analysis, and Testing, Alfred H.S. Ang, Ed., 1989, pp. 717â726. 38 43. Frangopol, D.M. and J.P. Curley, âEffects of Damage and Redundancy on Structure Reliability,â ASCE Spring Convention, Washington, D.C., Apr. 7â10, 1986. 44. Frangopol, D.M. and J.P. Curley, âEffects of Redun- dancy Deterioration on the Reliability of Truss Systems and Bridges,â Conference Proceedings, In Effects of Deterioration on Safety and Reliability of Structures, S. Marshall Ma, Ed., 1986. 45. Frangopol, D.M. and R. Nakib, âRedundancy Evalua- tion of Steel Girder Bridges,â 5th International Confer- ence on Structural Safety and Reliability, San Francisco, Calif., Aug. 7â11, 1989. 46. Frangopol, D.M. and K. Yoshida, âLoading and Material Behavior Effects on Redundancy,â Proceedings of Struc- tures Congress, Chicago, Ill., Apr. 15â18, 1996. 47. Heins, C. and C.K. Hou, âBridge Redundancy: Effect of Bracing,â Journal of the Structural Division, Vol. 106, No. 6, June 1980, pp. 1364â1367. 48. Heins, C.P. and H. Kato, âLoad Redistribution of Cracked Girders,â Journal of the Structural Division, Vol. 108, No. 8, Aug. 1982, pp. 1909â1915. 49. Elza, P., T. Shkurti, and K. Price, âRedundancy Analy- sis,â Marquette Interchange Final Design, Milwaukee Transportation Partners, Milwaukee, Wis., Mar. 2004. 50. Lai, L.L.-Y., âImpulse Effect on Redundancy of a Tied- Arch Bridge,â Computing in Civil Engineering, Proceed- ings of the First Congress held in conjunction with A/E/C Systems â94, Washington, D.C., June 20â22, 1994. 51. Michael Baker, Jr., Inc., âInvestigation of Tie Beam Redundancy,â July 10, 2003. 52. Dexter, R.J., S.A. Altstadt, and C.A. Gardner, âStrength and Ductility of HPS70W Tension Members and Tension Flanges with Holes,â Final Report to American Iron and Steel Institute, University of Minnesota, Twin Cities, Mar. 2002. 53. Dexter, R.J. and S.A. Altstadt, âStrength and Ductility of Tension Flanges in Girders,â Recent Developments in Bridge Engineering, K.M. Mahmoud, Ed., A.A. Balkema/Swets & Zeitlinger, Exton, Pa., Oct. 2003, pp. 67â81. 54. Manual for Condition Evaluation of Bridges, 2nd ed., American Association of State Highway and Trans- portation Officials, Washington, D.C., 2000, 148 pp. 55. Warne, T.R., NCHRP Synthesis of Highway Practice 313: State DOT Outsourcing and Private-Sector Utiliza- tion, Transportation Research Board, National Research Council, Washington, D.C., June 2003, 42 pp.