Michigan Department of Transportation

Transverse Post-Tensioning of Side-by-Side Box Beam Bridges

Multicell box sections are one of the most common types of cross-sections adopted for the construction of Michigan highway bridges due to their distinctive advantages over other typical T-beam and I-beam sections. However, several issues need to be addressed to improve the performance of side-by-side box beam bridges.

These issues include:

  1. Replacement of interior/exterior damaged bridge beams due to deterioration or high load impact
  2. Longitudinal cracks in the deck slabs between the box beams due to lack of adequate post-tensioning and joint detail
  3. Deterioration of concrete and corrosion of steel strands resulting from leakage
  4. Unbonded transverse post-tensioning
  5. Alignment of post-tensioning ducts due to differential camber of box beams of skew bridges, and
  6. Part-width construction for wide bridges.

These issues mandate significant increase in maintenance cost to replace damaged beams and to restore the load carrying capacity of this type of bridge. Therefore, a practical approach to address these issues needs to be researched for successful and practical field implementation. To address these issues, a research investigation comprised of an experimental program and theoretical analysis is proposed.


Box Beam Bridges