Brain Pains

We pulled out the 2007 Bridge last night (it was only a little rusted, hopefully everyone has their tetanus shot up to date) to attempt implementing some new construction strategies on the new construction layout - builders, barges, assemblies, members, lots of possibilities exist.

The Good News first - we think we determined the most viable construction configuration (builders and barges) and we should be able to incorporate that into the connection design and layout.

The Bad News - We were slooooooow! Part of this can be attributed to inexperience with the layout and some new team members but it was obvious that achieving the times of last year was going to be difficult. It appears that being minimalistic over the river is going to be critical to construction times, but how does that jive with the importance of stiffness? Is it possible to make a beam or double truss stiff enough for it to be a viable option, given the decking envelope is it even possible to make a stiff simple span?

We'll take this information and incorporate it into our analysis, all together its shaping up to be a very challenging design year. We will be having a more formal design meeting next week, time and location to follow, so keep brainstorming and refining designs.