The bridge sloped across the road and may have been a little lower over the hard shoulder (though it's not supposed to be and probably wasn't when it was new either).
That does happen sometimes, but the section over the hard shoulder still should be the minimum height.
But even if a roadful of structures are all supposed to be a single regulation height, you'll find one is the lowest and that's the one that gets hit first.
That is my experience from 35 years ago too. The bridge was rebuilt to the same height as the (vehicle's) insurers would not pay for improvement. The second time the Highway Authority stumped up the extra cost of raising it.
Currently the gantry and that footbridge would have higher minimum clearances than solid bridges, specifically to avoid the additional hazard of bits falling on the road. I'm not sure that was the case when the footbridge was designed.
I agree, the gantry may have been high enough as it was built much later, possibly after the 2005 standards was published.
From their signage, the contractors were working on the parapets, so presumably not the bridge itself.
Yes as it was said further up the thread ...
Is it a fairly new foot bridge? looked to have construction fencing on it
I was also wondering about it being a new footbridge for the same reason but reading about it online they are/were working on it to make the barriers either side higher to stop people being able to throw things over onto the motorway.. So it can't be that new then
This bridge appears to consist of 2 cantilevered sections which meet in the middle: from the pictures the intact section looks undamaged so presumably, from the structural point of view, could remain in place for the time being. However, it may be distracting for motorists approaching it!
It may look undamaged, but I would be surprised if that was the case. At the very least the bearings will need a check. I suggest they will probably lift it off and if it is undamaged put it back later. This might allow them to put it back slightly higher!
The low loader with the digger on it was presumably travelling at quite low speed as it was on the hard shoulder, and the digger does not seem to have moved much on the trailer. The impact was close to the strongest part of the bridge. I’m just surprised that the bridge came of worst in this impact – I wonder whether the quality of construction may turn out to be an issue.
The bridge may be strongest in vertical bending at that point, but the failure mode was horizontal shear at the bearings. I would be very surprised if there was a quality of construction issue.