If the bridge deck is currently of minimum thickness for a large span (and on the skew as in this case) they would have to raise the road surface with the bridge, and they'd end up with all sorts of odd road cambers because of the skew, and it is right next to a road junction.
Every bridge is different, there is no general purpose solution.
If it was an ordinary perpendicular ramped approach, then lifting the road surface all round, with a gradual height increase on the ramps would be much easier.
That's precisely it - the road layout precludes raising the height of the road to match a raised bridge deck, the bridge deck is of minimum thickness for the span and can't be reduced even with a new build, which leaves dropping the railway underneath the bridge as the only option.
Bridge decks in the past, prior to steel reinforced concrete, tended to much thicker, so rebuilding them with a reinforced concrete deck whilst maintaining road height 'as is' usually frees up more than enough space for electrical clearances. It's easy to gain 12 inches in many cases.
GWML Series 1 OLE doesn't change contact wire height underneath beneath bridges either, so this bridge may require attention that it wouldn't need using the Series 2 equipment, but this has significant reliability benefits from the aerodynamic performance of pantograph and train, over the longer term and is a good thing.