Inspection Guidelines for Bridge Post-Tensioning and Stay Cable Systems Using NDE Methods (2017)

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38 References Bertolini, L., Elsener, B., Pedeferri, P., Redaelli, E., and Polder, R. B. (2013). Corrosion of Steel in Concrete: Prevention, Diagnosis, Repair. John Wiley & Sons, Hoboken, NJ. Clark, G. (2010). The Development of Prestressed Concrete Bridges. Proceedings, CBDG Conference, Oxford, UK. DSI (2012). Balanced Cantilever Segmental Box Girder Construction in Indonesia. <http://www.dsiamerica.com/projects/project-details/ article/elevated-highways-for-jakarta-indonesia.html>. Accessed June 20, 2016. Elliott, M. E., and Heymsfield, E. (2003). Inspection of Luling Bridge Cable Stays: Case Study. Journal of Construction Engineering and Management, 129(2), 226–230. Emmanuel, M. (1994). Contemporary Architects, Cengage Gale, Farmington Hills, MI. Goodwin, F. (2002). Corrosion in Bonded Post-Tensioned Structures. Materials Performance, 41(10), 38–43. Grant, A. (1991).Cables Not in Trouble. Civil Engineering, 61(5), 61–63. Griffin, R. (2006). Corrosion in Marine Atmospheres. ASM Hand- book, Corrosion: Environments and Industries (ASM International), 13C, 42–60. Hamilton III, H. R. (1995). Investigation of Corrosion Protection Systems for Bridge Stay Cables. PhD thesis. The University of Texas at Austin, Austin, TX. Li, H., Lan, C., Ju, Y., and Li, D. (2011). Experimental and Numerical Study of the Fatigue Properties of Corroded Parallel Wire Cables. Journal of Bridge Engineering, 17(2), 211–220. Merrill, B. (2014). Materials and Project Specifications. ASBI Grouting Cer- tification Training, American Segmental Bridge Institute, Austin, TX. Nürnberger, U., Elices, M., Chabert, A., Ruiz, J. G., Guanglu, L., Mikami, Y., and Windisch, A. (2003). Influence of Material and Processing on Stress Corrosion Cracking of Prestressing Steel. International Federation for Structural Concrete, Lausanne, Switzerland. Pereira, R. M. S. (2003). Accelerated Corrosion Testing, Evaluation and Durability Design of Bonded Post-Tensioned Concrete Tendons. PhD thesis. University of Texas, Austin, TX. Pielstick, B. (2014). “On-Site Grouting (Including Vacuum Grouting).” ASBI Grouting Certification Training, American Segmental Bridge Institute, Austin, TX. PTI (2012). “Specification for Grouting of Post-Tensioned Structures.” Post-Tensioning Institute, Farmington Hills, MI. Salas, R. M., Schokker, A. J., West, J., Breen, J., and Kreger, M. (2004). Conclusions, Recommendations and Design Guidelines for Corrosion Protection of Post-Tensioned Bridges. FHWA/TX-04/0-1405-9 Texas Department of Transportation, Austin, Texas, 100. Schokker, A. J., Koester, B. D., Breen, J. E., and Kreger, M. E. (1999). Devel- opment of High Performance Grouts for Bonded Post-Tensioned Struc- tures. Report 1405-2, Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, Austin, TX, 68. Shinichi, Y. (2006). Epoxy Coated and Filled Prestressing Steel Strand Cables. Advances in Cable-Support Bridges, I. K. M. Mahmoud, ed., Taylor&Francis Group plc., London, UK, 247–260. Tabatabai, H. (2005). NCHRP Synthesis 353: Inspection and Maintenance of Bridge Stay Cable Systems, Transportation Research Board of the National Academies, Washington, DC. Tinkey, Y., and Olson, L. D. (2007). Sensitivity Studies of Grout Defects in Posttensioned Bridge Ducts Using Impact Echo Scanning Method. Transportation Research Record: Journal of the Transportation Research Board, No 2028, Transportation Research Board of the National Acad- emies, Washington, DC, 154–162. Trejo, D., Hueste, M. D., Gardoni, P., Pillai, R. G., Reinschmidt, K., Im, S.-B., Kataria, S., Hurlebaus, S., Gamble, M., and Ngo, T. T. (2009). Effect of Voids in Grouted, Post-Tensioned, Concrete Bridge Construc- tion: Volume 1 – Electrochemical Testing and Reliability Assessment. Report 0-4588-1, Texas Transportation Institute and Texas Depart- ment of Transportation, College Station, TX, 366. Triantaphyllou, E., and Mann, S. H. (1989). An Examination of the Effectiveness of Multi-Dimensional Decision-Making Methods: A Decision-Making Paradox. Decision Support Systems, 5(3), 303–312. Vannemreddi, S. (2010). Numerical Modeling of Stay Cables and Stay Cable Bridges. Northern Illinois University. Venugopalan, S. (2008). Corrosion Evaluation of Post-Tensioned Ten- dons in a Box Girder Bridge. International Bridge and Structure Management, 286. VSL (2002). Grouting of Post-Tensioning Tendons. PT brochure, VSL International Ltd., Lyssach, Switzerland. VSL (2013). VSL Construction System. PT brochure, VSL International Ltd., Lyssach, Switzerland. Watson, S. C., and Stafford, D. G. (1988). Cables in Trouble. Civil Engineering—ASCE, 58(4), 38–41. Weischedel, H. R. (2004). Magnetic Flux Leakage Inspection of Wire Ropes. NDT Technologies, Inc, South Windsor, CT, 1–19. Weseman, W. A. (1994). “Cable stays of cable-stayed bridges,” US Dep. Trans [Z]. FHWA, 5140, 25. Wollman, G., Yates, D., Breen, J., and Kreger, M. E. (1988). Fretting Fatigue in Post-Tensioned Concrete. Report FHWA/TX-90+465-2F, Center for Transportation Research, The University of Texas at Austin, Austin, TX, 168.