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Recent content by Ghk505

  1. G

    Uneven Beam Camber When Loaded

    Crown looked good on top of deck as well as 2%deck slope, so no effect on top of bridge. The girder spacings were all fine, none more than they were supposed to be. Might be caused where the construction joint was put? Project engineer said it’s better than too little camber, but it still looks...
  2. G

    Uneven Beam Camber When Loaded

    I recently was on a bridge project where the bridge was completed in two phases. The bridge used inverted t beams and spans were 50’ long. The construction joint was not on center line of bridge but the last beam before. After pouring the 6” deck on the second phase you could see that the first...
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