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Again with those pesky laws of physics!
The photo does not seem to show any sort of support where the Kato truss bridge ends and the concrete bridge begins. Is that in fact the case?
I notice that most of you scratchbuilt hiway bridges, I assume because no matter what length or type you needed you found nothing commercially available. I lucked out with the rogue River bridge, as it's perfect for my use. No worry about clearances underneath because its going over a non-navigable river. That NP layout bridge looks a lot like a larger version on I-5 just north of Smokey Point, WA. In fact there are a number of such bridges -- thru truss, Rix railing sides -- on I-5 in the northwest. I/m wondering if the interstate planners didn't just use existing 2-lane US Route 99 bridges (I-5 basically runs over the old 99 ROW for miles at a stretch) for one direction of travel. Especially since the bridges they're paired with are of much later designs.
Peter: We had a bridge very similar to that north of Grayson, KY, until the state replaced it a few years ago. It was on a state highway (local road), basically a frontage road for I-64, and had a fairly sharp curve at the east end, going into Grayson's interchange business area. Many of the younger locals didn't know that the road used to go to the right, not left, eastbound, across what is now the interstate, and into Grayson proper, as US 60. That now leaves town to the west, rather than the north, leaving the old bridge looking out of place. It was replaced with a plain concrete deck girder bridge, about half again as wide as the road itself, because the state got tired of people running into the sides.I wonder if there was a standard design, and companies built them as kits?