@realkevbo This topic came up around the above comment. back when the replacement sections were being cast. I'm very much not an engineer either, but there were some very good points about deliberately overbuilding at this phase of the P3 contract to avoid higher maintenance costs later on that seemed cogent. I think the point about the freeze-thaw cycle makes a lot of sense. Our freeze-thaw situation is pretty brutal; just look at Groat Bridge. Oversizing the viaduct, ensuring the rebar is encased in more concrete, might be a way of preventing water ingress to the rebar and keeping it from rusting.
Another good point made by someone was that the rushed schedule could have influenced the engineering/design. If exact loads couldn't be pinned down, they would have to design for the heaviest train that could conceivably run on the line. This extra structural capacity would end up useless most likely, but if the trainsets changed and got heavier, for example, the design work wouldn't have to be repeated. it would be faster and cheaper (i guess, the way the contract was written for late penalties, idk) to overbuild.
***edit: i can't find the actual original comment that made this point, i want to say it was sometime this fall, they were talking about Davies Station in particular, which is apparently super overbuilt****
Lastly, occam's razor: the Valley line viaduct flares out rather dramatically, adding a metre or two on each side. are the other viaduct sections straight-sided? that might be it right there.