Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. mattcourage

    Bridge Deck Negative Moment Region Pour

    There was a pour sequence in the contract plans....all the positives were poured consecutively going stations ahead, followed by the negatives in the same direction. R. Matthews
  2. mattcourage

    Bridge Deck Negative Moment Region Pour

    the problem is between the transverse bulkheads...and we haven't poured the deck for the second stage, or set the girders. It seems that everything works during the dry run, but when the it is loaded for some reason we seem to come in to the bulkhead at the end of the pour low, and have to...
  3. mattcourage

    Bridge Deck Pour in Negative Moment Region

    I am a surveyor for a bridge construction company in the northeast...our current project is the construction of a five span steel plate girder bridge. It consists of 8 beams on 12' centers, and a staged joint on the 3rd girder...no closure pour. During the deck placement process, after all the...
  4. mattcourage

    Bridge Deck Negative Moment Region Pour

    Current project is the construction of a five span steel plate girder bridge. It consists of 8 beams on 12' centers, and a staged joint on the 3rd girder...no closure pour. During the deck placement process, after all the positive regions were poured, we consistently had issues tying back into...
Back
Top