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Method for the Rapid Replacement of the Travis Spur Rail Bridge over I-278 Highway

Received: 8 December 2019     Accepted: 13 January 2020     Published: 4 February 2020
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Abstract

Rise in traffic volumes of urban highways over the last decades has led to an increasing need for widening both highways and access roads. The present case study deals with the replacement of the Travis Spur Rail Bridge to allow for larger width of roadways that lead to and away from the New Goethals Bridge, which connects Elizabeth, New Jersey, to Staten Island, New York, in the United States. The main objective of the project was to apply a rapid method for the replacement of the existing bridge, which was performed during the Columbus Day weekend (7-9 October 2017). Considerations of all existing constraints, which include high traffic volumes and limited space for material laydown and equipment positioning, are presented first. To respond to these challenges careful planning of the construction steps of the substructure (cap beams supported on circular piers) and the superstructure of the bridge (two-span steel deck) had to be carried out both temporally and spatially before the replacement weekend, which is described in the second part of the paper. The final part presents the different phases of the demolition / replacement process to minimize traffic disruption.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 5, Issue 1)
DOI 10.11648/j.jccee.20200501.11
Page(s) 1-10
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2020. Published by Science Publishing Group

Keywords

Rapid Bridge Replacement, Steel Deck Erection, Bridge Demolition, Traffic Diversion Plan

References
[1] Saito, M., Sinha, K. C. (1990) “Timing for Bridge Replacement, Rehabilitation, and Maintenance”, Transportation Research Record, pp. 75-83.
[2] Flowers, J. N., Zech, W. C., Abbas, H. H. (2010) “Rapid Bridge Deck Replacement Construction Techniques: State of Practice”, Transportation Research Record, Vol 2152, No 1, pp. 39-48.
[3] Nader, M. (2020) “Accelerated Bridge Construction of the New Samuel De Champlain Bridge”, ASCE Journal of Bridge Engineering, Vol. 25, No 2.
[4] Mashal, M., Palermo, A. (2019) “Low-Damage Seismic Design for Accelerated Bridge Construction”, ASCE Journal of Bridge Engineering, Vol. 24, No 7.
[5] Bledsoe, J. (2015) “Replacement of Bridge in Oklahoma Utilizing Accelerated Bridge Construction and Bridge Sliding Methodology”, Report, US Department of Transportation - Federal Highway Administration, 31 p.
[6] Bai, Y., Burkett, W. R. (2006) “Rapid Bridge Replacement: Processes, Techniques, and Needs for Improvements”, ASCE Journal of Construction Engineering and Management, Vol. 132, No 11, pp. 1139-1147.
[7] Bai, Y., Burkett, W. R., Nash, P. T. (2006) “Rapid Bridge Replacement under Emergency Situation: Case Study”, ASCE Journal of Bridge Engineering, Vol. 11, No 3, pp. 266-273.
[8] Oliva, M. G., Bank, L. C., Sivak, R. (2009) “Rapid Repair and Replacement Techniques for Transportation Infrastructure Damaged From Natural and Man-Made Disasters”, Technical Report, WisDOT Project No 1009-04-08, 263 p.
[9] Davis, N., Hoomaan, E., Agrawal, A., Sanayei, M., Jalinoos, F. (2019) “Foundation Reuse in Accelerated Bridge Construction”, Journal of Bridge Engineering, Vol. 24, No 10, 13 p.
[10] Hertlein, B., Verbeek, G., Fassett, R., Arnold, A. (2016) “A comparison study of quality management for bore pile/drilled shaft (BP/DS) foundation construction and the implementation of recent technologies”, DFI Journal – The Journal of the Deep Foundations Institute, Vol. 10, No 2, pp. 87-94.
[11] Hertlein, B., Davis, A. (2007) “Non-Destructive Testing of Deep Foundations”, Wiley, 290 p.
[12] Olson, B., Aouad, M. F., Sack, D. A. (1998) “NDT diagnosis of Drilled Shaft Foundations”, Annual Meeting of the Transportation Research Board, pp. 1-26.
[13] EFCO (2018) “Forming and Shoring Equipment for Concrete Construction”, Retrieved from https://www.efcoforms.com/ (July 3, 2018)
[14] Choi, H., Small, T. (2016) “Rapid Bridge replacement of concrete rigid frame bridges utilizing heavy-lift construction technique”, Canadian Society for Civil Engineering, Proceedings of the Annual Conference 2016: Resilient Infrastructure, 10 p.
[15] Staten Island Advance. (2016). “Time-lapse: Demolition of railroad bridge to make way for new Goethals.” 〈https://www.youtube.com/watch?v=hkTOXscEeSQ〉 (Dec. 02, 2018).
Cite This Article
  • APA Style

    Mina Aziz Mikaeel, Dan Keppeler, Rasool Attar, Ioannis Sokratis Drakatos, Charalampos Karvelas. (2020). Method for the Rapid Replacement of the Travis Spur Rail Bridge over I-278 Highway. Journal of Civil, Construction and Environmental Engineering, 5(1), 1-10. https://doi.org/10.11648/j.jccee.20200501.11

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    ACS Style

    Mina Aziz Mikaeel; Dan Keppeler; Rasool Attar; Ioannis Sokratis Drakatos; Charalampos Karvelas. Method for the Rapid Replacement of the Travis Spur Rail Bridge over I-278 Highway. J. Civ. Constr. Environ. Eng. 2020, 5(1), 1-10. doi: 10.11648/j.jccee.20200501.11

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    AMA Style

    Mina Aziz Mikaeel, Dan Keppeler, Rasool Attar, Ioannis Sokratis Drakatos, Charalampos Karvelas. Method for the Rapid Replacement of the Travis Spur Rail Bridge over I-278 Highway. J Civ Constr Environ Eng. 2020;5(1):1-10. doi: 10.11648/j.jccee.20200501.11

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  • @article{10.11648/j.jccee.20200501.11,
      author = {Mina Aziz Mikaeel and Dan Keppeler and Rasool Attar and Ioannis Sokratis Drakatos and Charalampos Karvelas},
      title = {Method for the Rapid Replacement of the Travis Spur Rail Bridge over I-278 Highway},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {5},
      number = {1},
      pages = {1-10},
      doi = {10.11648/j.jccee.20200501.11},
      url = {https://doi.org/10.11648/j.jccee.20200501.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20200501.11},
      abstract = {Rise in traffic volumes of urban highways over the last decades has led to an increasing need for widening both highways and access roads. The present case study deals with the replacement of the Travis Spur Rail Bridge to allow for larger width of roadways that lead to and away from the New Goethals Bridge, which connects Elizabeth, New Jersey, to Staten Island, New York, in the United States. The main objective of the project was to apply a rapid method for the replacement of the existing bridge, which was performed during the Columbus Day weekend (7-9 October 2017). Considerations of all existing constraints, which include high traffic volumes and limited space for material laydown and equipment positioning, are presented first. To respond to these challenges careful planning of the construction steps of the substructure (cap beams supported on circular piers) and the superstructure of the bridge (two-span steel deck) had to be carried out both temporally and spatially before the replacement weekend, which is described in the second part of the paper. The final part presents the different phases of the demolition / replacement process to minimize traffic disruption.},
     year = {2020}
    }
    

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    T1  - Method for the Rapid Replacement of the Travis Spur Rail Bridge over I-278 Highway
    AU  - Mina Aziz Mikaeel
    AU  - Dan Keppeler
    AU  - Rasool Attar
    AU  - Ioannis Sokratis Drakatos
    AU  - Charalampos Karvelas
    Y1  - 2020/02/04
    PY  - 2020
    N1  - https://doi.org/10.11648/j.jccee.20200501.11
    DO  - 10.11648/j.jccee.20200501.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 1
    EP  - 10
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20200501.11
    AB  - Rise in traffic volumes of urban highways over the last decades has led to an increasing need for widening both highways and access roads. The present case study deals with the replacement of the Travis Spur Rail Bridge to allow for larger width of roadways that lead to and away from the New Goethals Bridge, which connects Elizabeth, New Jersey, to Staten Island, New York, in the United States. The main objective of the project was to apply a rapid method for the replacement of the existing bridge, which was performed during the Columbus Day weekend (7-9 October 2017). Considerations of all existing constraints, which include high traffic volumes and limited space for material laydown and equipment positioning, are presented first. To respond to these challenges careful planning of the construction steps of the substructure (cap beams supported on circular piers) and the superstructure of the bridge (two-span steel deck) had to be carried out both temporally and spatially before the replacement weekend, which is described in the second part of the paper. The final part presents the different phases of the demolition / replacement process to minimize traffic disruption.
    VL  - 5
    IS  - 1
    ER  - 

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Author Information
  • Greenman-Pedersen, Inc., Mount Laurel, The United States

  • Kiewit-Weeks-Massman, AJV, New York City, The United States

  • KS Engineers P. C., Newark, The United States

  • Ioannis Sokratis Drakatos Engineering Services, Athens, Greece

  • Charalampos Karvelas Engineering Services, Athens, Greece

  • Sections