I can see that if tunnels were considered it could become a case of where do you stop. Could end up tunnelling further North and South of my proposed tunnel. That could lead to the point where one would be left with the existing core unused which would be daft !. I suppose the factor is what is the minimum work required North and South of the central core of Thameslink (i.e. City Thameslink to St Pancras International) to fill the capacity of the central core.
As regards the maximum capacity being achieved I can see the limiting factor in what is done will be the conflicting junction just to the South of Blackfriars now that through Thameslink services are expected to run from/to the Elephant and Castle direction rather than terminating. I was considering how to get round that.
Also trying to remember if the Bermondsey dive under completely removes conflicts there for Thameslink (Up Thameselink from Lewisham-ish crossing Down Croydon Thameslink). I think it does avoid those conflicts ?.
I suppose the main advantage would have been less disruption unless London Bridge really did need all that re-building. Hard to justify the cost anyway.
As regards the maximum capacity being achieved I can see the limiting factor in what is done will be the conflicting junction just to the South of Blackfriars now that through Thameslink services are expected to run from/to the Elephant and Castle direction rather than terminating. I was considering how to get round that.
It seems incredible that so much work is being put in to remove conflicting movements at Bermonsey and London Bridge when that flat junction (Southward Jct?) will remain so close to the "Thameslink Core".
Looking at the junction on Google Maps, it does seem as if a burrowing junction would be possible at that point.
Interesting that no work there has been proposed.
Bear in mind whats underground that Google maps doesn't and cannot possibly hope to show. Jubilee Line, W&C and Utilities etc.
It seems incredible that so much work is being put in to remove conflicting movements at Bermonsey and London Bridge when that flat junction (Southward Jct?) will remain so close to the "Thameslink Core".
Looking at the junction on Google Maps, it does seem as if a burrowing junction would be possible at that point.
Interesting that no work there has been proposed.
I think the idea proposed here is to burrow from the lower viaduct to the other higher one. You wouldn't ever go underground as such. In other words demolish part of the gradually sloping viaduct taking the east to north curve and keep the up T/L from London Br at its original level and then thread the line under the T/L down line to Elephant and Castle.
None of the lines in the immediate area are at real ground level. The potential problem is that some of the running junctions would be lost.
I have also noticed that there appears to be an extra space under the Blackfriars-Elephant and Castle lines just to the North of the Charing Cross (blue) lines. Its as though there used to be a line (or two) from Charing Cross towards London bridge that came under the green+yellow lines as the others do BUT ran along the North side of the green ramp. That would have achieved a non conflicting junction unravelling some of what the Bermondsey dive under is supposed to do. Cannot really be true but its looks possible that there used to be something there as that is where the temporary looking Network rail offices were built. !.
The Network Rail offices were built on top of an old carriage siding. It may have extended under the Blackfriars to Elephant line but I don't think it joined back on to the Charing Cross line. We are talking 30+ years ago though, so my memory may be playing tricks.
There is something called constraint theory, which states that it only makes sense to fix problems which are capacity constraints, since these set the limit to your overall capacity. This view of the world sees spending on a burrowing junction as a waste of money. I don't entirely agree as there is a lot to be said for improving "perceived" performance, providing it can be done cheaply enough. A delay while a set waits in platform will be less apparent to the public than a delay waiting for the points at the junction. To achieve this you'd need two platform faces northbound at Blackfriars and grade separation at the junction, i.e. probably not very cheap.
The flat crossing at Blackfriars is less of a problem than it would be because an eight car train travelling South via Elephant and Castle doesn't block a following London Bridge bound service. Normally the pattern will be E&C, LB, LB, E&C, LB, LB etc. So a southbound train can wait for a gap for up to 5 minutes without any knock on effects to following services.
I should add that the quadrupling of tracks through Borough market (to the west of London Bridge) must be a huge shot in the arm for capacity.
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I can see that forward thinking is constrained by that !.
Thanks for the point regarding the flat crossing. Am I right in understanding that an 8 car Southbound to Elephant and Castle will effectively be held at the junction until there is a corresponding Northbound 8 car coming from Elephant and Castle. This is possible because other 12-car Southbound services towards London Bridge can overtake it just before the junction as there is a long enough loop ?.
The above only goes wrong if reality kicks in and two E&C bound trains come out of the core together and several late running 12-car trains from London bridge are going North !. Well we know the core is going to be fragile - that is what one gets when cunningly getting every last drop of capacity out of something. Roll on Crossrail 3, 4 and 5.
I should add that the quadrupling of tracks through Borough market (to the west of London Bridge) must be a huge shot in the arm for capacity.
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Thanks for the point regarding the flat crossing. Am I right in understanding that an 8 car Southbound to Elephant and Castle will effectively be held at the junction until there is a corresponding Northbound 8 car coming from Elephant and Castle. This is possible because other 12-car Southbound services towards London Bridge can overtake it just before the junction as there is a long enough loop ?.
The above only goes wrong if reality kicks in and two E&C bound trains come out of the core together and several late running 12-car trains from London bridge are going North !. Well we know the core is going to be fragile - that is what one gets when cunningly getting every last drop of capacity out of something. Roll on Crossrail 3, 4 and 5.
It will and isWill the new viaduct over Borough Market (south of the existing tracks) carry *both* (up & down) Charing Cross lines? It doesn't look wide enough!

That's a very old diagram; whilst it shows the principles of the changes and correctly depicts the grade separation, the new layout itself is different to that shown.
It will and is![]()
Is there a newer one available?
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Must be an optical illusion, or summat.![]()
The viaduct is more than wide enough, look at it on google maps, or stand underneath it inside Boro Market, and you'll see it is wider than the existing viaduct.
I'm sure it is(!). I've only seen it from the train when passing the Charing Cross end of it where it merges.
There is to be a slight widening of the viaduct on the north side at that end as well, which should help improve what seems to be a bit of a pinch point at the moment.
It looks like the CST-WAE spur will survive, but that track will need to be realigned at that junction to accommodate?
I'm not convinced it will survive as a link between CST and WAE, certainly not for normal running. You'd need to cross the Thameslink lines for that.
I believe two trains a day use it from Blackfriars, but that's from my casual observing so may be incorrect!
Metropolitan curve is indeed used for stock movements but also sees some late-night passenger workings. Here's some examples from RTT.
The reason that those late night trains run via Cannon Street is, probably, to enable them to call at London Bridge. If this is the case it seems a little odd, in that every train from Charing X currently passes through Platform 4 at London Bridge and this, being the opposite side of island platform from Platform 3 (which is in normal use), appears entirely serviceable though not used. My suspicion is that the diversion through Cannon Street is thus merely to prevent pressure for more frequent use of Platform 4 were it to be returned to limited use.