Then have a good maintenance regime after that.Hot dip galvanise the lot.
WAO
My guess would be someone failed to take into account that those surfaces are inevitably going to get kicked with all manner of footwear as people misjudge their footing while running up the stairs.I’m sure you’re right, but what contractor on a £m+ job can’t paint steelwork properly? It’s not as if this is a novel concept. Someone somewhere not doing their job properly…
Or its from the combination of water and grit salt that has made it onto people's shoes that is corroding the metalwork, gradually decreasing as the water and salt comes off of people's shoes. Either way, there are too many examples around the network of fairly new overbridges quickly corroding.My guess would be someone failed to take into account that those surfaces are inevitably going to get kicked with all manner of footwear as people misjudge their footing while running up the stairs.
Or its from the combination of water and grit salt that has made it onto people's shoes that is corroding the metalwork, gradually decreasing as the water and salt comes off of people's shoes. Either way, there are too many examples around the network of fairly new overbridges quickly corroding.
And failed to build a suitable “aftercare” clause or guarantees into the contract. The constructors should be rectifying these defects at their own expense.My guess would be someone failed to take into account that those surfaces are inevitably going to get kicked with all manner of footwear as people misjudge their footing while running up the stairs.
There is a 12 month defect liability period for all contractors after completion of work. If a defect arises in that period, it is fixed by the contractor. If it arises afterwards, it is the responsibility of the asset manager and/or maintainer to fix it.And failed to build a suitable “aftercare” clause or guarantees into the contract. The constructors should be rectifying these defects at their own expense.
The use of rock salt is actually ‘banned’ on stations for this very reason. Station teams should be using chemical alternatives, not rock salt…whether they are doing is another story!
See this document, specifically pages 11, 12 and 18.
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It is a standard NR design, there’s quite a few in the south installed as part of the Access for All process, the badly corroded steps are common. Brockenhurst, Fareham, Fratton, Winchester to name a few. Slight variations in lift shaft exterior materials, but they’re clearly the same basic steelwork.Poorly specced paint's my likely guess.
I haven't seen a bridge similar to Bromsgrove's elsewhere in the UK, so I think the steelwork subcontractor had no standard NR design to refer to.
Encountering an unexpected patch of black ice on an otherwise gritted road isn't going to be good for crossing safety.The use of salt also causes severe damage to the rails through level crossings.
Councils should instruct their drivers to stop gritting near crossings, but how many actually do so?
The use of salt also causes severe damage to the rails through level crossings.
Councils should instruct their drivers to stop gritting near crossings, but how many actually do so?
















A big day! I bet you could hardly believe it when the bridge appeared!Batley - Former Adwalton line at Lady Anne crossing.
Talking of new footbridges, here’s a new one installed in all its green splendour!
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I’ll post some more photos later.
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Added some more images below.
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A few shots from Lady Anne crossing
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Crane and Loco either side of Soothill road bridge
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I’ve not heard or read an official opening date but it may be after the June blockade (17th to 25th). So, Monday 26th is a possible.A big day! I bet you could hardly believe it when the bridge appeared!
Thank you once again for the terrific coverage with these excellent and detailed images.
The bridge sides do look a bit high for getting photos from, but I guess we will see.
I wonder when it will open? There looks to still be a fair amount of work to put in regarding access.
Thanks. I’d not seen those line side images.
There are even official pictures of the bridge lift.
The parapets will presumably be the height required for electrification, which is 1.6 or 1.8m, IIRC.A big day! I bet you could hardly believe it when the bridge appeared!
Thank you once again for the terrific coverage with these excellent and detailed images.
The bridge sides do look a bit high for getting photos from, but I guess we will see.
I wonder when it will open? There looks to still be a fair amount of work to put in regarding access.
Many thanks, appreciated.The parapets will presumably be the height required for electrification, which is 1.6 or 1.8m, IIRC.
Of course, actually raising parapet heights is relatively inexpensive part within the "overall high cost of electrification", - almost down in the noise of sundry items.The raising of the standard height for parapets over electrified lines from 1.5m to 1.8m has featured in numerous discussions of the high cost of electrification.
Not if the additional weight incurred is in excess of the bridge design parameters therefore entailing a full rebuildOf course, actually raising parapet heights is relatively inexpensive part within the "overall high cost of electrification", - almost down in the noise of sundry items.
I think in the below photos, the additional height of each side wall was achieved by adding a series of thin panels to each side. I assume to save weight and secondly, to meet new guidelines on safety and/or electrification.Not if the additional weight incurred is in excess of the bridge design parameters therefore entailing a full rebuild


As in a few layers of engineering bricks and mortar and larger coping stones. That would be quite a bit of extra mass.Not if the additional weight incurred is in excess of the bridge design parameters therefore entailing a full rebuild
Have they not heard of galvanising?That's shocking degradation in such a short space of time.
Galvanised pieces aren't light.Have they not heard of galvanising?
That depends on the function of the bridge. When line upgrades are being undertaken and electrical clearances need enhancement, footbridges are often replaced, partly because they are decayed and replacement is of similar cost to repair, but also, modern bridge materials have lower maintenance requirements, and both their OLE clearances and their parapet legal requirements can be incorporated at minimal (if any) additional cost. For road bridges, the additional parapet hardware only needs to be suitable to prevent human access for safety reasons, - the rest of the bridge is built to cope with the worst-case weight of road traffic passing over it, so the weight of a 'human-resistant' parapet extension really does put its time and budget cost down in the noise.As in a few layers of engineering bricks and mortar and larger coping stones. That would be quite a bit of extra mass.
Here we see a consequence of the board software not doing quotes within quotes. There are two separate discussions going on in the thread. Here @zwk500 was replying to a post in one subthread as if it was in the other.Galvanised pieces aren't light.