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Post by Deleted on Jan 19, 2009 22:32:19 GMT
forgive my ignorance as a non tube person, but I pass the works taking place every sunday between upminster and barking, and question that might sound stupid is this.
the weight of the class 66 locos is surely far far heavier than any of the battery locos, would this not have an effect on the track bed, of the district line?? i cant help wondering that all those sundays of work, might actual lower the track. ?? I am barking mad
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Post by Deleted on Jan 19, 2009 22:52:16 GMT
Class 66s are (allegedly) 127 tonnes. An awful lot of restrictions for other types seem to be, to be polite, stretched for GM locos. I suppose the weight would pack the ballast......
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Colin
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Post by Colin on Jan 19, 2009 22:53:10 GMT
Believe me, us District drivers are wondering the same thing! ;D ;D ;D
I can't say I've personally noticed any lasting damage to the track, but I don't imagine it's too healthy.....
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Post by mrfs42 on Jan 19, 2009 22:56:21 GMT
The track at that end of the District might need a fair bit of fettling, but provided the 66s don't go too quick there shouldn't be a problem - ISTR that the bogies and wheel coning on the 66 are especially designed to reduce track wear. Track geometry with transverse sleepers and longitudinal rails is well designed to spread the load; a class 66 only has a 21 ton axle loading. No doubt in this day and age somebody somewhere has done a risk and asset assessment, so the possibilities of something going wrong have been factored in and discounted - otherwise it wouldn't be happening.
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Post by Deleted on Jan 19, 2009 23:16:53 GMT
The class 66s.... Don't get me started!!!!!! As for modern risk assessments, they are usually done by people who are long gone before the you-know-what hits the fan! There's not even any fun in having the 'I told you so' moment any more!
A few years ago I had quite a few weekend turns on engineers trains on the District between Wimbledon and Putney. The loco restrictions were strictly upheld with regards to weight. Refurbished 'heavyweight' class 37s were not allowed while 'Lightweight' ones were so long as they were not fitted with roof mounted air horns and/or centre snow ploughs. Class 33s were allowed but, again, not with centre snow ploughs. 73s were allowed as well. Anything bigger than that would earn you a major league mention in dispatches! Occasionally the odd 37 with roof mounted horns did make it but it was carefully monitored. In 1999 EWS proudly proclaimed a five-year contract to supply engineering trains to works on this stretch of line. The problem was that they had just withdrawn the 33s and most of the 73s! The first weekend of these jobs saw them scouring the scraplines for 73s that would start! It was only after I left that, lo and behold, class 66s suddenly got authorisation! Not class 56s or 58s which were a similar weight (and, certainly in the case of the 58, a better loco than a 66 knows how to be) but the 66! Bizarre..
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Post by citysig on Jan 20, 2009 0:34:21 GMT
Believe me, us District drivers are wondering the same thing! ;D ;D ;D I can't say I've personally noticed any lasting damage to the track, but I don't imagine it's too healthy..... Probably not... on the District. On the proper railway, where we use proper trains and also invite those from the big railway, the rails are made of much stronger steel. To be precise, it's more an alloy of rock hard steel, blood, sweat and tears ;D
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Post by stanmorek on Jan 22, 2009 9:49:58 GMT
The bigger concern would be the effect on underbridges, retaining walls, embankments, culverts, track drainage, etc.
The weight of class 66 locomotives are approximately 126 tonnes and would have been assessed for use on the District line. Even though each axle weight is 21 tonnes there are triple axles spaced apart at 2 metres per bogie. This exceeds type RL loading by 10% and is what LU structures are assessed for. It’s planned that class 66s will be used up to west of Barons Court. Bridge strengthening measures have been taken last year.
Speed is restricted to 15m.p.h. as speed influences the dynamic amplification of loads especially over curved track.
Double heading of locomotives would also be restricted as this could result in a 6no. axle loading pattern on longer span bridges. A colleague once recounted how a BR crane used to recover a train involved in a collision near Kilburn had to be uncoupled when crossing bridges.
A quick check on wikipedia shows class 66 to have BR axle class Route Availability 7. LU’s type RL loading is roughly equivalent to RA 6 which allows for the heaviest battery locos. These have a pair of 16.5 tonne axles for each bogie. If I recall correctly the District line south of Putney Bridge is cleared for RA8 as a TOC has rights to run empty stock on the route.
Type RU loading should accept most mainline stock at 4no. 25 tonne axles spaced apart at 1.6 metres. Only structures on the Metropolitan line north of Neasden are cleared for RU loading.
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Post by Colin on Jan 22, 2009 10:20:39 GMT
I've just had another thought - how much weight are the wagons with all the ballast carrying?
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Post by stanmorek on Jan 22, 2009 10:58:58 GMT
The assessment should have included 90 tonne hopper wagons on 4 axles.
I recall that embankments were checked to allow Balfour Beatty to use of their heavy lift Kirow Crane on the Metropolitan line crossing renewals at Watford.
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Post by Deleted on Jan 22, 2009 11:01:04 GMT
One of the things I've found with risk assessments etc is that they are usually based on data available at the time - its calculated usually by a computer, the computer says yes and thats it. If it doesn't match certain criteria then it may get a no or possible... We had a problem at work where tests were done on casing back in the 70s and it was met with the appropriate abuse that it should get over say 50 years, it passed the test so was successfull. However... over a longer period of time, even though the amount of exposure etc, its now been found that the casing developed faults and therefore failed, something which wasn't picked up at the time!
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Post by stanmorek on Jan 22, 2009 11:11:46 GMT
To avoid confusion I should say assessments on assets like bridges are structural and not risk assessments. Here a structural engineer will have sat down with drawings and possibly site surveys and used the information to carry out calculations. This may involve pencil, paper and calculator or computer analysis software depending on complexity. The aim is to determine if there are failures of structural elements when checked against applied loading. This of course carried out in accordance with LU and national standards and will take into account factors like condition and quality of materials, etc.
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Post by Oracle on Jan 22, 2009 11:54:20 GMT
I don't know if any Class 66s have ever used the Wombledon branch but I was on a tour in 1980 hauled by a Class 50 plus at least 16 bogies. A 50 must weigh a similar amount.
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Post by Deleted on Jan 22, 2009 12:04:43 GMT
Are we not forgetting something, the lines between Campbell Road Junction and Barking were actually built by the LT&SR as their slow lines and between Barking and Upminster by the LMSR as the later extesion of the slow lines. The railway was constructed to the normal standards of the day and were designed for use by all trains including the lighter weight District trains. The use of class 66 locos has been a sore point on other lines across the former BR network as lines which were previously not thought to be fit for them suddenly are passed fit subject to resrictions over certain bridges and past certain structurs. Therefore the infrastructe engineers will have undertaken assesments on the use of class 66's and obviously found them to be fit for the lines so far visited.
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Oracle
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Post by Oracle on Jan 22, 2009 12:51:44 GMT
I reminded myself that the line coped with the double-headed 1905 District Railways electric locos as far as Barking until October 1939. I wonder how much they weighed? They only had 800hp x 2 but with a Bo-Bo + Bo-Bo arrangement.
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Post by Ben on Jan 22, 2009 13:43:01 GMT
Good point; the southend through trains must have weighed quite a bit.
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Colin
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Post by Colin on Jan 22, 2009 19:22:22 GMT
Are we not forgetting something, the lines between Campbell Road Junction and Barking were actually built by the LT&SR as their slow lines and between Barking and Upminster by the LMSR as the later extesion of the slow lines. The railway was constructed to the normal standards of the day and were designed for use by all trains including the lighter weight District trains. Yes, but they haven't been maintained to the same standards for decades Another point that some may have been missed (as it's not been made clear at all) - we are not necessarily talking about the locos traveling along the line; the main concern stems from seeing these locos (and their loads) sitting at location 'X' on a Saturday morning........and seeing it still there on Sunday evening - some of these locos don't move for pretty much the entire possession. That is where much of the concern stems from......the possibility of the track being damaged by supporting extra weight in one spot for over 24 hours.
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Post by Deleted on Jan 23, 2009 17:01:44 GMT
In the above event, the problem may not be the loco but the open 'box' wagon full of ballast spoil that would have an axle weight at least that of what was pulling it! When EWS built their own big 'box' wagons for coal traffic someone thought it would be a good idea to send some out on an engineering possession to be filled up with the old ballast being dug out. It was then that they realised that spent ballast weighed twice as much as coal! After this EWS cut a large number of them down by reducing the height of the sides by nearly half! The ex Channel Tunnel open 'box' wagons are Route Availability 10 when loaded with old ballast. Imagine THAT sat on a bit of District for 48 hours!
As for the 50s they were 12 tonnes lighter than a 'Shed', sorry, 66.
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Post by stanmorek on Jan 24, 2009 1:58:18 GMT
Discussion of assessments of bridges for route clearance for "heavier" locomotives has been raised as the weights surpass the normal loading standards assets are maintained to. Yes it's quite likely that the bridges were originally built to a higher standard but there often isn't adequate existing information to demonstrate this or there may be concerns about their current condition. LU developed their own RL loading standard in recognition that the majority of their rolling stock carried lighter axle weights. A tube stock train is roughly 50% of RL loading though RL is not the weight of a real train. It would be expected that engineers employed on the Railways act in a professional and responsible manner. Assessments and any recommendations for additional maintenance can take time be it on LU or Network Rail. On track inspections for condition and other tests are needed in order to carry out the assessment. It may be the case additional maintenance may not be needed if certain restrictions are enforced. Until such adequate assessments are carried out and doubts exist it would be reasonable to withhold clearance. For instance the calculations carried out for Class 66 on the District line west of Barons Court were based on an assumed a maximum speed of 15mph. There are often no historical records of original design calculations for older structures if there were any at all so structural analysis would be required. Design codes will have changed too. As pointed out structural condition is a function of age. Materials like steel are susceptible to corrosion and fatigue and there will be a point where maintenance will not prevent insidious decline. LUL and HMRI would be looking for a rational approach and would find it hard to accept decisions based on anecdotal evidence. The courts would also take a dim view should a serious incident occur and the engineer had not made basic checks. Maybe any lawyers on the forum can comment? In an earlier post I mentioned "failure" of structural elements. I now realise that perhaps it wasn't the appropriate word and it could be misinterpreted as something more catastrophic. In engineering terms, it means an over-stress failure where a material yield failure occurred and a structural element has deformed and cannot recover it previous shape. You can imagine this being a problem on bridges of limited clearance or members supporting the track. Maybe running of the Railways should be left to the proper Railwaymen and -women and the engineers are only let out their box occasionally
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Post by stanmorek on Jan 24, 2009 2:10:59 GMT
Another point that some may have been missed (as it's not been made clear at all) - we are not necessarily talking about the locos traveling along the line; the main concern stems from seeing these locos (and their loads) sitting at location 'X' on a Saturday morning........and seeing it still there on Sunday evening - some of these locos don't move for pretty much the entire possession. That is where much of the concern stems from......the possibility of the track being damaged by supporting extra weight in one spot for over 24 hours. Colin, if the track ballast were to be compressed by the weight of a Class 66 or such then I'd expect it to happen almost immediately as any voids in the ballast layer would be compressed. The gaps between the stones would close up until the interlocking friction would be enough to resist the vertical load. Not only is load is spread through the supporting sleeper some load is also transferred into adjacent sleepers due to the stiffness of the rail. Not that I know many track engineers who would carry out strength calculations of a rail. Just my opinion.
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Post by Deleted on Feb 7, 2009 15:18:50 GMT
To Colin, As a District line dirver, would you happen to know what Metronet/LUL are doing during the shutdowns between Whitechapel and Embankment/Earls Court?
P.S. For those of you going to the depot for the open weekend, there is no District line between Whitechapel and Earls Court at all that weekend.
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Post by Tubeboy on Feb 7, 2009 15:56:02 GMT
To Colin, As a District line dirver, would you happen to know what Metronet/LUL are doing during the shutdowns between Whitechapel and Embankment/Earls Court? P.S. For those of you going to the depot for the open weekend, there is no District line between Whitechapel and Earls Court at all that weekend. Points at Minories Junction? What is the scope of the work this weekend? Its a big suspension, Is Minories as well as Whitechapel being worked on?
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Tom
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Post by Tom on Feb 7, 2009 18:43:37 GMT
Minories Junction was renewed this time last year. The work may well be related to the closure of Blackfriars.
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Post by Deleted on Feb 7, 2009 18:45:27 GMT
It is Blackfriars.
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Colin
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Post by Colin on Feb 7, 2009 19:09:21 GMT
To Colin, As a District line dirver, would you happen to know what Metronet/LUL are doing during the shutdowns between Whitechapel and Embankment/Earls Court? In a nut shell, track replacement. All of the track, throughout the District line (and the H&C/Met too), has to be renewed before S stock can run on it. What is the scope of the work this weekend? Its a big suspension, Is Minories as well as Whitechapel being worked on? No - The H&C's are running in that area!! ;D ;D ;D As Tom & Jim said, track replacement work at Blackfriars - there's also track replacement work at Upminster. Because trains from the west can't go past Embankment, and trains cannot get out of Upminster depot.........well that's the reason for the large District suspension.
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Post by Tubeboy on Feb 7, 2009 19:17:52 GMT
"Yeah, thats all received driver" Have been off work this week, so haven't read [and signed for my TC] During these weekend closures, how much track is actually done? 300m? I assume its just one road being done at a time?
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Post by DWS on Feb 7, 2009 19:32:40 GMT
Its more than 300m, may be up to 1000m.
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Post by upfast on Feb 7, 2009 23:12:42 GMT
To Colin, As a District line dirver, would you happen to know what Metronet/LUL are doing during the shutdowns between Whitechapel and Embankment/Earls Court? P.S. For those of you going to the depot for the open weekend, there is no District line between Whitechapel and Earls Court at all that weekend. Points at Minories Junction? What is the scope of the work this weekend? Its a big suspension, Is Minories as well as Whitechapel being worked on? I'm sure that someone said that the points at Tower Hill were being replaced with M63s like at South Kensington and Edgware Road. I would imagine (as others have said) that east of Barking, Enhanced Track Replacement will be taking place, but I have not read up on the work in the EWSA.
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Post by Deleted on Feb 8, 2009 4:27:42 GMT
tower hill is indeed getting 2 sets of M63's
at easter weekend upminster is getting 9 ends of the lovely machines
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Post by DWS on Feb 8, 2009 11:52:11 GMT
tower hill is indeed getting 2 sets of M63's at easter weekend upminster is getting 9 ends of the lovely machines Are the M63's a Westinghouse point machine, with a 130v DC motor, or have LU/Metronet a different specification ?
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Tom
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Post by Tom on Feb 8, 2009 13:06:07 GMT
Westinghouse with a (nominally) 110v DC machine.
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