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  • Non-revenue derailment at Smithsonian

  • Discussion related to DC area passenger rail services from Northern Virginia to Baltimore, MD. Includes Light Rail and Baltimore Subway.
Discussion related to DC area passenger rail services from Northern Virginia to Baltimore, MD. Includes Light Rail and Baltimore Subway.

Moderators: mtuandrew, therock, Robert Paniagua

 #1346459  by litz
 
well, ok ... having now read through that report, I'd have to agree ... this started at the very top with policy and procedure.

You can't fault an employee for correctly following policy and procedure.

In this case, that procedure led to the inaction, which resulted in the accident. Fairly clear chain of events.

It certainly explains what is basically an entire re-inspection of the entire system.

Betcha they aren't gonna gloss over any false reports in switch areas any more.
 #1346546  by smallfire85
 
JackRussell wrote:
smallfire85 wrote:
OK, I am not quite getting why it would be the case that a train traveling in the opposite direction would experience a gauge tightening. I would have expected a widening, no matter what direction the train was traveling.
You are correct, any train would have experienced widening traveling through that area in either direction.

The tightening I'm referring to doesn't mean tighter than standard gauge, but tighter than what the wheels were currently running through. According to the report, the wheels on the low rail of the curve dropped into the gauge of the track at the wide gauge/loose anchor location. However, the rapid transition to normal gauge squeezed the wheels between the rails more than normal, causing the wheels on the high rail to climb over the high rail and derail the train. Technically, there were two separate, related derailments, but the wheel climb derailment is a worse situation since your wheels are now out of the gauge.

Typically, the wheels handle gauge widening easier than tightening because it gives the wheels more room to maneuver. The issue arises when the rails go back into gauge. For trains traveling in the normal direction in this case, this return is more likely to be gradual due to the nature of the defect development, which lessens the chance of a derailment. For a train traveling in the opposite direction, the tightening is much more abrupt, which increases the amount of friction between the wheel and the rail and the chance of a wheel climb-type derailment.

There are so many factors that can contribute to a derailment, especially this one, it's not even funny. The condition of the track, the geometry of the track, the condition of the wheels, the speed of the train, the direction of travel, I think there's too much focus on this one defect that it overshadows the other factors, which in my opinion are just as important. If you look in the report, the train ran in reverse direction (with 3157 as the lead) for 900 feet before stalling due to the derailment. This means the entire train crossed the POD in the normal direction before reversing, which means that the first two cars traveled over the POD in the reversing direction without incident. Fun stuff!

The reason I pointed out the gauge change issue was because that defect, though related to wide gauge, is viewed as a separate defect. Unless that defect was also deleted, I think there was still enough information in that exception report to identify and remedy the condition before the derailment occurred.

I'm sorry for such the long posts, its just that there's so much to look at and explain for people to have a real understanding of this chain of events.
 #1346559  by Backshophoss
 
The better question is what is causing the Rail Anchors to Fail,and why the walking track inspector did not notice
the broken anchors when he/she last checked them on walking thru that location?
Was the inspection rushed due to a short time limit of "track and time" to walk thru the Interlocking?
 #1346642  by srepetsk
 
JDC wrote:Great GGW piece discussing all of the speed restrictions currently in place - as much as is known - due to inspections stemming from this derailment. http://greatergreaterwashington.org/pos ... heres-why/
Thanks. It appears per the comments the differentiation between restrictions-until-inspection (the ones on curves which have apparently been lifted) and restrictions-necessitating-repair (the list of 5 + probables) wasn't quite as clearly made as I would have hoped, but it is there.
Backshophoss wrote:The better question is what is causing the Rail Anchors to Fail,and why the walking track inspector did not notice
the broken anchors when he/she last checked them on walking thru that location?
Was the inspection rushed due to a short time limit of "track and time" to walk thru the Interlocking?
IIRC, the derailment report says the fasteners were of an older type that were set to be replaced. I'd have to go back and verify and find where it says that.
 #1346653  by schmod
 
Apparently the Yellow Line restrictions are due to something different?

The ride from Pentagon to L'Enfant feels like driving with a 16-year-old who has just started learning to drive a manual transmission. It seems like the operators have no clue how to drive a train in manual mode through areas with speed restrictions. It's a perpetual cycle of Hard acceleration -> Overspeed alarm -> Hard braking -> Hard acceleration
 #1346726  by dcmike
 
Backshophoss wrote:The better question is what is causing the Rail Anchors to Fail,and why the walking track inspector did not notice
the broken anchors when he/she last checked them on walking thru that location?
Was the inspection rushed due to a short time limit of "track and time" to walk thru the Interlocking?
They probably did notice. WMATA has this terrible procedure - which I sincerely hate - that allows the track walkers to simply report "no new defects" if conditions have not changed since the previous inspection. This means if the inspector believes a defect has already been reported, it never gets noted again. IMO, this makes it way too easy for things to fall through the cracks, even if repairs have been legitimately deferred.

Track walkers should be required to note every defect on every inspection no matter what. Hopefully this process gets reviewed.
 #1346738  by Backshophoss
 
"No new defects"(pick your fav 4 letter word here!)if you have 1 broken anchor,there will be stress on the other rail anchors!
Straight rail might be ok to have a busted anchor or 2,but not on curved rail in the middle of an Interlocking,that's BAD
news,this is the final result,Murphy's Law at work,worst time and location = BAD am + pm rush hour service.
 #1346749  by MCL1981
 
dcmike wrote:They probably did notice. WMATA has this terrible procedure - which I sincerely hate - that allows the track walkers to simply report "no new defects" if conditions have not changed since the previous inspection. This means if the inspector believes a defect has already been reported, it never gets noted again. IMO, this makes it way too easy for things to fall through the cracks, even if repairs have been legitimately deferred.
Show of hands, who is surprised by this?
 #1346753  by srepetsk
 
MCL1981 wrote:
dcmike wrote:They probably did notice. WMATA has this terrible procedure - which I sincerely hate - that allows the track walkers to simply report "no new defects" if conditions have not changed since the previous inspection. This means if the inspector believes a defect has already been reported, it never gets noted again. IMO, this makes it way too easy for things to fall through the cracks, even if repairs have been legitimately deferred.
Show of hands, who is surprised by this?
Not I, though I would love to see the documentation that lays this out...
 #1346766  by dcmike
 
Check track inspector's reports that have been made public over the years. You can find some through the NTSB accident docket system. I believe there may be some included in the PDF Metro published last week regarding this derailment as well.
 #1347086  by Sand Box John
 
Another resignation, this time it was someone closer to the top of the food chain.

Metro’s chief safety officer resigns
09 03 2015 5:27 PM
Ari Ashe and others
WTOP 103.5 FM

Metro Official Resigns In Wake Of Safety Lapse
D.C. board representatives say they have "no confidence" in WMATA
09 03 2015
Martin Di Caro
WAMU 55.5 FM

Metro will seek a specialist to change management, workplace culture
09 03 2015 8:50 PM
Robert McCartney and Paul Duggan
The Washington Post
 #1347103  by MCL1981
 
It's about time. This is the most Metro has held themselves accountable for anything in at least a decade. Don't stop now Metro. There is plenty more dead weight to lop off from all levels, top to bottom.

Of course, lets not kid ourselves too much here. Had there been customers injured in this incident, Metro would be circling the wagons, pretending they did nothing wrong, making excuses, and loosely blaming customers for the incident. The only reason they're accepting blame in this incident is that there is nobody to sue them this time.