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  Spring Field Review Site 1
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Spring Field Review Site 2

Description: R-2539A - CRAVEN-PAMLICO COUNTY


Location: Bridge #65 on NC 55 over Upper Broad Creek

Item(s) of Interest

  • 12-span link slab bridge, first visited during the 2005 Spring Field Review.
  • This link-slab bridge consists of deck slabs made continuous at the bents, coupled with debonding the slab from the girder for a few feet at joint locations.
  • It is sometimes used in lieu of continuous for live load structures.
  • Joints in the deck at the link slab consist of saw cuts filled with silicone.
  • The structure has been under traffic for nearly 2 years.
  • The structure features a fairly severe skew, as the skew was based on the flood flow direction rather than the normal water flow direction.

Observations and Points of Discussion:

  • The link slab bridge deck looked very good with only minor cracking parallel to the link slab.
  • The Construction Unit reported that link slabs are somewhat easier to construct than continuous for live load diaphragms.
  • FHWA encouraged the Department to consider link slabs on future projects.
  • Link slabs appear to be appropriate for routine use on bridges with a limited skew and span range (e.g. spans for Type II and III concrete girders).

ACTION ITEM(S):

  • Structure Design will develop a policy for using link slabs.

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