Loading

Bridge Inspection (State)

Inspection Process:

  • As bridges get older they do wear out and deteriorate, therefore the SDDOT is aggressive about their inspection and maintenance.
  • South Dakota's bridges are managed and inspected in cooperation with the Federal Highway Administration. Inspections for SDDOT owned bridges are conducted by South Dakota Department of Transportation staff.
  • The average federal sufficiency rating of South Dakota's state owned bridges is 89.5 out of 100. While we have needs, this rating indicates that our bridges are in relatively good condition.
    The Federal Sufficiency Rating (FSR) is a federally mandated formula that is used in all states. It is a rating of 0 - 100, and indicates the bridge's sufficiency to remain in service. A zero rating indicates totally insufficient and 100 indicates entirely sufficient. The sufficiency rating is an overall score based on a number of items, such as structural adequacy and safety, age, serviceability and functional obsolescence, and suitability for continued public use. The sufficiency rating is one tool used by the South Dakota Department of Transportation to manage the State's bridge inventory, and cannot be used as the sole means of determining bridge structural status or overall safety. A low sufficiency rating may be attributable to non structural issues, such as narrow bridge roadway width, inadequate number of lanes, undesirable curves on the highway leading to the bridge, or inadequate vertical clearance between the bridge deck and the structure above.
  • All bridges, state and local, are required by the Federal Government to be inspected every two years, except where federal exceptions are granted. The South Dakota Department of Transportation provides annual inspections on all Missouri River and other critical bridges.
  • Some less critical structures are on a 48-month inspection cycle as approved by the FHWA. Underwater inspections take place on State bridges every five years.
  • In general, staff inspect guardrails, bridge rails, bridge decks, superstructure, substructure, erosion, and foundation elements.
  • When it is determined that a need exists, a corrective plan of action is developed appropriate to that need, which may include, but not be limited to, reducing load limits, replacing rail, resurfacing deck, and replacing structural elements.
  • Local governments are responsible for the management of bridges on their inventory.
  • While there are needs that are identified by our inspection process, this does not mean that any of our bridges are in danger of failing. The needs are assessed and the load carrying capacity is evaluated. If necessary, load limits are reduced and monitored, and/or traffic redirected as necessary until the need is addressed.
  • Structurally Deficient is an engineering term used in the federally mandated National Bridge Inspection Standards (NBIS) program. A Structurally Deficient classification does not necessarily mean a bridge is unsafe. The term is an indicator for when certain elements of a bridge are in need of repair or replacement. For example, if a bridge deck is experiencing significant surface delamination (concrete de-bonding from the top layer of reinforcing steel), the bridge can have a structurally deficient classification even though the supporting girders and sub-structure may be in very good condition. The bridge is not unsafe, but the department would perhaps be looking at programming a deck overlay or deck replacement project to fix the deficiency.
  • Functional obsolescence refers to a deficiency in the level of service of a structure. Items which may cause a bridge to be labeled functionally obsolete include narrow roadway width, inadequate water capacity for current conditions, and less than current standard vertical and horizontal clearances. Functional obsolescence is not an indicator that a bridge is structurally unsafe.

blank space