In the '80s the support structures were already reinforced and apparently it took years of filling the subsidences in the asphalt surface for it to stabilize and provide a level surface for the cars.
I'm not a structural engineer and I am in no position to judge, but there definitely was the suspicion that the design of the bridge was flawed, even before today.
The bridge was - at the time - a bleeding edge of concrete technology, designed by the greatest expert in concrete (and pre-compression) in Italy (and probably in the world), Riccardo Morandi.
He designed also the Maracaibo Bridge:
https://en.wikipedia.org/wiki/General_Rafael_Urdaneta_Bridge
Allow me to doubt that the design had structural flaws, though it is true that at the time some aspects of long span pre-stressed concrete structures were not yet fully undestood, namely creep and shrinkage:
https://en.wikipedia.org/wiki/Creep_and_shrinkage_of_concret...
Which have definitely increased the need for maintenance, shortening the expected working life of similar structures.
However from the little it can be seen from the photos that have been posted here and there, it seems like the initial point of failure was not the bridge (meaning the deck) but rather the pier, causing the two adjoining spans to collapse.
https://en.wikipedia.org/wiki/Forth_Road_Bridge#Structural_i...
The Nondestructive Testing article I linked to in another comment said "significant environmental damage requiring repair typically occurs before the average bridge reaches mid-life."
The difference here is probably maintainability: for a stone arch design, you can prop it up for safety, replace a few stones, and voila, like new. For a cable-stayed and/or concrete design...not really. In other words, the bridges that have "lasted for centuries" have hot-swappable parts ;)
https://www.nde-ed.org/AboutNDT/SelectedApplications/Bridge_...