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Performance of strip seals in Iowa bridges, pilot study.
  • Published Date:
    2001-01-01
  • Language:
    English
Filetype[PDF-4.56 MB]


Details:
  • Corporate Creators:
  • Publication/ Report Number:
    Project TR-437
  • Resource Type:
  • Geographical Coverage:
  • OCLC Number:
    781641188
  • Edition:
    Final report.
  • Corporate Publisher:
  • NTL Classification:
    NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures
  • Format:
  • Abstract:
    A pilot study was conducted on the premature failures of neoprene strip seals in

    expansion joints in Iowa bridges. In a relatively large number of bridges, strip seals have

    pulled out of the steel extrusions or otherwise failed well before the expected life span of the

    seal. The most serious consequence of a strip-seal failure is damage to the bridge

    substructure due to salt, water, and debris interacting with the substructure.

    A literature review was performed. Manufacturers’ specifications and

    recommendations, practices in the states bordering Iowa, and Iowa DOT design and

    installation guidelines were reviewed. Discussions were held with bridge contractors and the

    installation of a strip seal system was observed. Iowa DOT bridge databases were analyzed.

    A national survey was conducted on the use and performance of strip seals.

    With guidance from the Iowa DOT, twelve in-service bridges with strip-seal

    expansion joints were selected for detailed investigation. Effective bridge temperatures and

    corresponding expansion-joint openings were measured, DOT inspection reports were

    reviewed, and likely cause(s) of premature failures of strip seals were proposed.

    All of the seals used in the twelve bridges that had the most serious failures were in

    concrete girder bridges. Experimental results show that for a majority of these serious

    failures, the joint opening at 0° F predicted by the Iowa DOT design equations, the joint

    opening at 0° F extrapolated from the experimental data, or both, are larger than the

    movement rating of the strip seal specified on the bridge plans. Other likely causes of

    premature failures of seals in the twelve bridges include debris and ice in the seal cavity, a

    large skew and the corresponding decrease in the movement rating of the seal, improper

    installation, and improper setting of the initial gap.

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