Design looks boring to me. Yawn.
It's better than the new EB US 40/61 Missouri River bridge still imo, as it's at least uniform in the Rocheport example. Was really hoping for MoDOT to replicate the truss design of the WB span (former EB) onto the new EB span, but nope, it's pretty much an elongated generic highway overpass.
From what I gather from my bridge engineer friend, truss bridges are white elephants. Nobody wants them because they're so costly to maintain.
Looks like that could be the case from how many truss bridges I've seen get replaced with something more elegant like cable-stayed, or something more boring like the proposed Rocheport bridge here. Kind of wondering why truss bridges were so popular and frequently used when the interstate system was built back in the 60s and even before that, and like the cloverleaf, how it fell out of fashion today.
The technology in pre-stressed pre-formed concrete beams has come a long way. They are preferred because they hold up longer than steel truss or sections, don't need to be painted, handle/absorb seismic and road stresses better and the biggest part is that they are extremely cheap to fabricate to spec.
The limitation is that they can't span certain distances and still maintain some of the above properties. This is where a steel beam usually takes its place. But it has to be painted, inspected often and doesn't absorb stress as well.
As for why trusses were once popular and aren't anymore, is really about weight relative to the steel cross section. To get a bridge to distribute its weight properly, you would either have to build enourmous steel sections which then requires a large support pylon for the weight, or use a weaker steel and spread the stress more equally, which allows pylons that are smaller.
Today, steel is much stronger, but trusses require joints to flex those stresses. Those joints rust, crack and fail and need to be replaced. That explains the desire to move to cable stayed concrete.