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
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...
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...
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...
