I assume the cement works is east of the blockage.I assume the Ketton cement freight that runs to St Pancras most weekdays won't be able to run via another route whilst the line is closed. This bridge must be fairly close to the cement works.
Of course they would want to reopen the line ASAP. Is that in doubt?I would think that NR would want to get the line open ASAP, even if it means closing the road underneath.
It was 4L13 and it had a loco fault. But has no relevance to the route or this incident.66701GBRF, I was out on Friday with the camera and a Hams Hall-Felixstowe intermodal was struggling between Syston and Frisby, it lost 18 mins and the barriers were down at Rearsby for about 20 mins.
The rails seemed dry and there was no leaf fall so maybe the loco was having a bad time.
Probably buses, looking at the state of the bridge.Any idea what the impact to train services will be next week? A friend was planning to do LEI-PBO on Friday...
We're sorry to say that engineers working on the bridge at Ketton which was damaged by the lorry yesterday say the initial repair is likely to take about two weeks.
Important to that is the next tweet as well: https://twitter.com/NetworkRailEM/status/1589277425476964352?s=20&t=hE92Y58f55B_so-TzlJvWgFrom Network Rail East Midlands twitter, initial repair on the bridge to take about 2 weeks.
Critical parts of the bridge structure have been so badly damaged that a significant part of it needs to be replaced.
Gary Walsh from Network Rail said the disruption was likely to continue.
"I am really sorry that passengers and the community are likely to be affected by this accident for some time.
"The impact has caused significant damage.
"Our engineers have to replace two structural beams as well as then reinstating the track, signals and other railway equipment on top of the bridge," he said.
Stamford Road has also been closed while emergency works are carried out on the bridge.
2-0 to you it is then.Of course they would want to reopen the line ASAP. Is that in doubt?
It was 4L13 and it had a loco fault. But has no relevance to the route or this incident.
Ah OK, interesting, thanks for the heads up.All of our Birch Coppice and Hams Hall intermodal services run that way as does the return portion of Trafford Park service (except when all services are diverted via London during engineering work 2 out of 8 weeks). There is lots of aggregates that run that way too.
This week has been “London week” where services are diverted via WCML/ECML/GEML due to engineering work between Peterborough and Stowmarket which is probably why it doesn’t look like much stuff runs that way.
What is that supposed to mean?2-0 to you it is then.
Almost nil, unless it can be achieved through a thinner deck. Raising the rail height will almost certainly not be done. The land take for wider embankments, the engineering resource to regrade the track, the materials to actually raise the formations etc all take more than 1 week to organise, let alone going through all the approvals processes. Similarly, the road won't be lowered in emergency work like this.If a new bridge is required, what are the chances they'll increase its height to prevent this again in the future?
1:100 is indeed the recommended maximum gradient.Assuming there's room to increase the gradients either side. 100m to increase 1m in height if I remember correctly.
Correct. The usual diversion (see below) is Ketton - Peterborough [rev] - Grantham - Nottingham and MML.I assume the cement works is east of the blockage.
Possibly via Peterboro (reverse), Grantham, Nottingham to St Pancras.
or -- does is the connection from the ECML to the Tottenham and Hampstead Jt. line allow north to west movements? Then reverse somewhere around Cricklewood?
I presume that it would be possible to get a train in to the cement works if it arrived at Kenton Signal Box from the Peterborough direction top-and-tailed. That is if there is enough clearance before the possession protection and it is still allowed.
Who pays for the repairs?
Do Network Rail send the bill to the insurance company of the lorry?
And would it include consequential loss (eg cost of replacement buses, loss of potential revenue).
What have the RAIB to investigate? Trains were stopped safely upon report of the bridge bash. Given the deformity to the first beam, the driver was clearly going at quite a lick and it doesn't look like any sign would have helped him. Arguably goalposts out from the bridge wouldn't have stopped a skip at that speed completely.From the linked photos, it seems clear that the structural integrity of this bridge is severely compromised, and a very serious accident would have been highly likely, had a train arrived before traffic could be stopped. Although passenger trains were all cancelled, this falls into the category of something that could have been much more serious had things been slightly different, and I expect RAIB to be involved.
Just as I pointed out, if a train had arrived at full speed this could have been catastrophic. That might have happened if one was closely approaching at the time of the collision, or if there was some delay in informing the railway, or due to delay in getting the message to the train driver. Obviously the first and third reasons weren't applicable due to no trains running (or was freight operating?), but the question of how quickly the railway was contactced is important as are the arrangements for passing the critical message on. There is also the question of whether the bridge could have been more resilient given the severe damage suffered - this was probably in the top 1% of bridge strikes for danger to the railway. And, as you say, the question of other mitigations such as goalposts (which might have slowed the lorry or reduced the impact on the bridge itself) or height detectors. Seems to me there's plenty for RAIB to look into here.What have the RAIB to investigate? Trains were stopped safely upon report of the bridge bash. Given the deformity to the first beam, the driver was clearly going at quite a lick and it doesn't look like any sign would have helped him. Arguably goalposts out from the bridge wouldn't have stopped a skip at that speed completely.
A row of sharpened stakes at cab height might help reduce the chance of re-occurance though.
Just as I pointed out, if a train had arrived at full speed this could have been catastrophic.
Seems to me there's plenty for RAIB to look into here.
Indeed, I remember Great Heck being described as 'just' an accident.. But given the disparity between the safety standards expected of the rail industry compared to road transport, I don't expect any serious change any time soon.
Some reasonable images of the underside on Streetview, aren’t they.Looking at Google maps, it has multiple standard warning signs as well as non-standard large yellow signs, which are however to the driver's right so could have been obscured by an oncoming vehicle. There are also several equipment boxes under and alongside and solar panels on the south side - maybe some sort of impact alarm?
They sent Gary Hart to jail for it. It was also (then) the biggest motor vehicle insurance claim. I think the truck driver may be in bother with plod.Indeed, I remember Great Heck being described as 'just' an accident.
Up line expected to be open for single line working Wednesday *9th. Down road is expected to be open *21st November.
As for RAIB, there is no mention of them attending so I imagine they are not interested in conducting their own investigation.
*subject to change.
Some reasonable images of the underside on Streetview, aren’t they.
There are white boxes implying 8 impact sensors, 2 for each main beam. That presumably means it’s a known high risk structure, because AIUI they are not fitted to all bridges. Do the sensors give a remote warning to the controlling signaller?
Peterborough to Syston East Jn, (via Stamford, Oakham and Melton), is the down line.Sorry if this is a daft question, but which way is up and which way is down on that line?