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3.8 Cable Access System The contract documents required both low-level and high-level access to the main suspension cables; however the means and methods were left to the contractor. Specifications were developed to convey the constraints for cable access, including minimizing disruptions to traffic and sustained lane closures. In response, the contractor implemented a temporary main cable access platform (catwalk) that ran continuously from one end of the cable to the other (Figure 27). The access platform allowed multiple tasks to occur on the cable simultaneously, such as removing the existing wrapping, installing new wrapping, sealing the cable bands and erecting the dry air piping. It was interesting to note that the method of access to the cable was different than the traveling gantries that had been used on the UK projects. There are advantages and disadvantages to each, which the market and project constraints will dictate. However, since the Bay Bridge has been completed, similar full-length platforms have been used on other cable dehumidification projects in the US. 4. CONCLUSION The dehumidification of the cables on the Bay Bridge, as well as other structural and preservation work was completed in approximately 30 months. The project was the first-of-its-kind in North America and garnered a lot of attention in the industry, including five regional and national awards, and has since set the stage for the adoption of cable dehumidification as a preservation strategy on eight other bridges in the US. 5. ACKNOWLEDGEMENT The authors would like to firstly thank the Maryland Transportation Authority for not only the opportunity to work on this unique and challenging project, but also the opportunity to present it. Thank-you to Messrs. Abey Tamrat, Brian Wolfe, Will Pines and Dan Williams. The authors would also like to acknowledge the following in the AECOM cable dehumidification practice for either their contributions to the project or the development of this paper – Charles Cocksedge, Daniel Faust, Mark Bulmer, Barry Colford, Paul Brumpton, David Wilkinson, James Kawchak, and David Duke. 2/2017 Figure 27: Main cable access platform; Westbound Bridge shown, Eastbound Similar (Photo Credit: Christian Christodoulou, AECOM) REFERENCES Beabes, S., Faust, D., & Cocksedge, C. (2015). “Suspension bridge main cable dehumidification – an active system for cable preservation.” Sustainable Bridge Structures: Proceedings of the th 8 New York City Bridge Conference, USA, 3-18. Beabes, S., Colford, B., & Bulmer, M. (2016b). “Dehumidification of Main Cables – A Paradigm Shift.” The 9th International Cable Supported Bridge Operators’ Conference Proceedings, 530-541. Christodoulou C, Bulmer M, Cocksedge C, Wilkinson D, Cooper J, Hill P, Austin S and Goodier C, Humber Bridge – Suppressing Main Cable Corrosion by Means of Dehumidification, IN: Proceedings of th the 18 International Corrosion Congress, 20-24 November 2011 – Perth, Australia, ISBN 9781618393630. Cocksedge, C.P.E. & Bulmer, M.J. (2009). “Extending the life of the main cables of two major UK suspension bridges through dehumidification.” Bridge Structures, 5:4, 159-172. Cocksedge, C.P.E., Bulmer, M.J., Hill, P.G., & Cooper, J.R. (2011). “Humber Bridge Main Cable Dehumidification and Acoustic Monitoring – The World’s Largest Retrofitted Systems.” Bridge Structures 7, 103–114. Faust, Daniel G., Mark Bulmer, Beverley Urbans, and David Wil kinson. (2016). “Suspension Bridge Cable and Suspender Rope Maintenance.” In Inspection, Evaluation and Maintenance of Suspension Bridges, edited by Sreenivas Alampalli and William J. Moreau, Chapter 6. Boca Raton: Taylor & Francis Group. TRB (Transportation Research Board). (2004). NCHRP Report 534 Guidelines for Inspection and Strength Evaluation of Suspension Bridge Parallel Wire Cables. Washington, D.C., USA. Vernon, W.H.J. (1935). “A Laboratory Study of the Atmospheric Corrosion of Metals.” Trans. Faraday Soc. 1935, 31, 1668-1700.