Structures Field Review Site 04 2014Burke, Bridge on Enola Rd over I-40


Site with decorative facing on inside and outside of bridge rails, as well as on faces of bents caps and columns; according to the plans, the top and bottom mat of transverse steel in the deck (A1 and A2 bars) are terminated in Stage 1, but spliced to dowels (D1 bars) that extend 1’-9” beyond the construction joint (for the 2’ closure pour)

Action Item:

Investigate the use of one dowel at mid-depth of slab instead of the dowels spliced with the transverse steel

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