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  1. bwing08

    Grunt Work

    Thanks all for the responses. I appreciate the perspective. I have no intention on leaving this company, because of the potential opportunity that exists. I will follow back up with this post in a few months, and let you all know how it goes.
  2. bwing08

    Grunt Work

    @ctopher, thanks for your reply. I suggest you not make assumptions before responding to a post on a public forum. The question is straight forward. I have already spoke with my manager about this. I am looking for advice form professionals in the industry, on how and if I should escalate my...
  3. bwing08

    Grunt Work

    I recently left a job of three years in bridge load rating/analysis and joined a large engineering firm. Without going into too much detail about myself, I will say this: I have been in the industry for six years, I have a PE, and I care deeply about my profession. I have been with this firm...
  4. bwing08

    Nanfang'ao bridge collapse Yilan Tiawan

    Corrosion seems likely. The curb looks like a good spot for water to pool - I don't see any drainage systems, only some caulking around the cable sleeves.
  5. bwing08

    Contacting AASHTO

    Just following up on this post. I contacted T-5, The Loads and Load Distribution Committee, and I did receive a response. Thanks Bridgebuster
  6. bwing08

    Contacting AASHTO

    Appreciate it. I'll give that a try and seem if I come back with anything.
  7. bwing08

    Contacting AASHTO

    Thanks, some good food for thought.
  8. bwing08

    Contacting AASHTO

    Hi all, Is there anyway to contact AASHTO for clarification on code articles? In the introduction of the 8th edition, an address is provided to write inquiries to AASHTO, but I am surprised an email address is not provided. For example AISC has their "solutions center" in which you can contact...

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