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Procedures, cost and effectiveness for deteriorated bridge substructure repair.

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English


Filetype [PDF - 18.07 MB]

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  • NTL Classification:
    NTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and Structures ; NTL-HIGHWAY/ROAD TRANSPORTATION-Construction and Maintenance
  • Description:
    Deterioration of bridge substructures has been a serious concern throughout Wisconsin. Concrete, steel and

    timber components all require distinct repair methods which not only address the true cause of the deterioration,

    but also protect the component from future damage. In order to determine common repair practices and their

    success rates, the research team surveyed maintenance engineers throughout the United States to determine

    successful and reliable substructure repair techniques. The survey indicated that concrete surface repair is the

    most common repair technique, and was also viewed as the most unreliable. The survey results indicated that

    the most reliable repair technique for scour was the correct sizing and use of riprap. Eight bridges were visited

    throughout the Southeast and Southwest regions of WisDOT. These bridges were documented, both for their

    typical deterioration and unique repair methods. Various methods and procedures of repairing concrete, timber

    and steel substructures, and countering scour were summarized and discussed. Decision matrices were created

    to compare different repair methods based on their unit costs and estimated service life. A repair manual

    including detailed and drawing and procedures of 72 different repair methods was created for use by WisDOT

    personnel.
  • Format:
    PDF
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    Filetype[PDF - 18.07 MB]
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  • Main Document Checksum:
    urn:sha-512:8fffd130707b5a84cf33a46c418788a58c1a198f7f9160009a31e3680685b9dcbde968efa865b7af664dca24c5071bb5390645ea4fd79b0b725ff57295a0c0f5
File Language:
English
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