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Amtrak Wreck in Philadelphia

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Posted by Caseys Brakeman on Thursday, May 14, 2015 1:37 PM

I think the most obvious design flaw discovered by this accident is the strength of the catenary poles.  Perhaps future poles will be designed to break away when hit.  -similar to traffic lights and signs...

If that business car would have remained straightened out there might not have been any fatalities.

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Posted by blue streak 1 on Thursday, May 14, 2015 1:32 PM

Wanswheel:  -- good map showing that the curve is main impediment to having HSR speeds Trenton - Skuylkill river that I posted earlier.

If other trains reported getting projectile fire in the area maybe engineer was distracted trying to avoid a similar incident or even worse taking fire.  As we know distracted driving is always can cause dangerous driving.

 

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Posted by MrLynn on Thursday, May 14, 2015 1:31 PM

Deggesty

From the Washington Post editorial: "It is also astonishing that Amtrak appears to have no reasonable alternative travel route while this line is closed, badly snarling transportation between Philadelphia and New York, a key section of rail."

 What was the PRR's "reasonable alternative route"? As far as I know, there was none between Philadelphia and New York City, though there were alternative routes between Philadelphia and Pittsburgh. The writer of the editorial gives the impression that he/she has little knowledge of the area other than that Amtrak has a line through it and freight roads do have track that connects the two cities and is unaware that the other roads use motive power other than electric, and such power would have to provide electricity to the passenger cars.

The B&O used to run from DC to NYC (well, to NJ). I assume they stopped in Philly.  Who uses that ROW now—NS, CSX?  From Wikipedia:

For many years the B&O competed with the PRR and New York Central Railroad (NYC) in the New York-Chicago and New York-St. Louis passenger markets and with PRR on the New York-Washington run. B&O's trains were slower, partly because of their longer route through Washington, but they were dieselized a decade before the competition. Many preferred B&O's New York-Washington trains to PRR's, but the most frequently stated reason for preferring B&O — "You could always get a seat" — was the reason B&O dropped its passenger service east of Baltimore in April 1958. Also, the PRR had the advantage of running trains directly into New York City's Manhattan Island. The B&O trains terminated in theCentral Railroad of New Jersey Terminal in Jersey City, requiring passengers to take a ferry across the Hudson River. The B&O operated a special bus service by which buses picked up passengers in Manhattan and drove passengers directly onto the ferry.


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Posted by Deggesty on Thursday, May 14, 2015 12:59 PM

From an Amtrak ETT: 8.3 miles from 30th Steet to Frankford Jct.

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Posted by blue streak 1 on Thursday, May 14, 2015 12:46 PM

Another article about projectiles aimed at trains.  Cat's out of bag and PHL mayor is going to have to do major damage control.

http://www.philly.com/philly/news/20150514_SEPTA_train_hit_by_projectile_before_Amtrak_crash.html

 

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Posted by wanswheel on Thursday, May 14, 2015 12:44 PM
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Posted by schlimm on Thursday, May 14, 2015 12:42 PM

1.With a complex partial type seizure disorder, the sufferer could be unaware of his/her condition for months (or more) and that could be responsible for retrograde amnesia, especially if the temporal lobes are involved.

2. Head trauma, particularly affecting the temporal lobes, could have caused him to forget everything in the short period before the crash (retrograde).  However, anterograde (after the trauma) amnesia is usually, though not always, seen as well.   Spontaneous recovery is usual. 

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Posted by blue streak 1 on Thursday, May 14, 2015 12:35 PM

OH - OH.  Just to complicate this investigation more shots at trains have now been acknowledged.  Partial cover up from local media and police ?

http://www.philly.com/philly/news/20150514_SEPTA_train_hit_by_projectile_before_Amtrak_crash.html

http://www.philly.com/philly/news/20150514_SEPTA_train_hit_by_projectile_before_Amtrak_crash.html

 

 

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Posted by gardendance on Thursday, May 14, 2015 12:14 PM

Deggesty

What was the PRR's "reasonable alternative route"? As far as I know, there was none between Philadelphia and New York City

The Trenton Cutoff,  Morrisville-Ft Washington, then Whitemarsh Branch to near Allen Lane station, then Chestnut Hill West to North Philly. I had heard that's the double tracked electrified detour they used for World War II's Congressional Limited wreck.

BaltACD

Especially when one considers that 30th Street, his last stop, was slightly over 3 miles away from the derailment site and with his speed it would have been less than 3 minutes from releasing the brakes and proceeding from 30th Street.

I had replied to another thread in which you also mentioned 3 miles. What's your source? I figure it's more like 7-10 miles.
Also the train would not immediately accelerate to 106 miles per hour upon leaving 30th and Market, otherwise it would have derailed at Zoo junction and not Frankford Junction. I think it might have taken a while even from 30th and Glenwood, which I think is something like 3 track miles from 30th and Market. I'm not familiar with the new locomotive's presumable acceleration capabilities, but I'm sure the trip from either 30th and Market or 30th and Glenwood to Frankford Junction was more than 3 minutes, but I'm also sure somewhere in this investigation someone will have the correct time.
 
The engineer's statements that he doesn't remember hints to me that it was probably not mechanical failure, but one unlikely possibility to remember is that the new locomotive might have a defect that made it keep accelerating.

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Posted by Euclid on Thursday, May 14, 2015 12:11 PM

What if the engineer just fell asleep?  How would that shape the blame?

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Posted by blue streak 1 on Thursday, May 14, 2015 12:09 PM

Euclid
They say that the engineer cannot remember anything after he dumped the air.  I would like to know what he can remember from before he dumped the air.  It would take some time to accelerate from 80 mph to 106 mph.  Failing to slow for a restricted curve due to forgetting about the curve, falling asleep, or distraction is a likely error, but this seems more complex than just failing to recognize the curve.    

This possibility brings up very complex detective work that the recorder can help determined. 
1.  A distance performance curve for an ACS-64 to accelerate a 7 car amfleet train + 238 on board persons from 0 - 106 mph will be needed.
2.  That will need to be modified by the motor's recorder's various ( if any ) throttle settings from 30th St to the accident site.
3.  That will give a picture of what happened from 30th St to the accident site.
Slightly off topic of this post.  Is what could an AEM-7 have done for the same performance  and could have that led to a false sense of what speed would an engineer expect at the curve ?
When flying the same model aircraft more powerful engines could sometimes fool pilots.  That was especially true climbing and making power off descents.
 
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Posted by wanswheel on Thursday, May 14, 2015 12:06 PM
What the engineer told his lawyer is unknown. What the lawyer told TV viewers is irrelevant.  The lawyer wasn’t on the train. This, too, is irrelevant:
According to public records and his social media accounts, Bostian is a native of Memphis, Tennessee who attended the University of Missouri. While there in 2005, he worked as a cashier at Target before landing a job as an assistant conductor at Amtrak.

He worked in the Midwest before moving to New York, and was promoted to engineer in 2010.

"He told me he liked Amtrak," a neighbor in his Forest Hills building, Moresh Koya, told the Daily News. "He was happy working there, nothing negative. He was happy with his job."

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Posted by Anonymous on Thursday, May 14, 2015 12:02 PM
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Posted by Paul of Covington on Thursday, May 14, 2015 12:00 PM

   I think I remember seeing something about the way the brain stores events that may apply here.   The brain works with short-term memory and takes some time to process and store data into long-term memory.   I don't remember if this takes seconds or minutes, but in the case of a traumatic event the process is interrupted, and events for a brief period before the incident never get stored and can't be remembered.

  (This is in response to Dave Klepper's post.)  (edit)

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Posted by eolafan on Thursday, May 14, 2015 11:56 AM

Every single and possible explanation for why the engineer was speeding and potentially caused this tragedy must be explored and eliminated until a final undeniable cause is found...and if he was to blame with no extenuating circumstances (such as the one mentioned earlier of undiagnosed epilepsy) then he should fry!

 

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Posted by BaltACD on Thursday, May 14, 2015 11:29 AM

Euclid
It is interesting that there are actually two speed violations here.  One was heading into a curve with a 50 mph speed limit while traveling at over 100 mph.  But as I understand it, the speed limit prior to the curve was 80 mph.  So apparently, the engineer was exceeding the speed limit prior to entering the curve.  I suppose they will be able to find a complete record of the train speed and learn where the train was when it first exceeded the speed limit.
They say that the engineer cannot remember anything after he dumped the air.  I would like to know what he can remember from before he dumped the air.  It would take some time to accelerate from 80 mph to 106 mph.  Failing to slow for a restricted curve due to forgetting about the curve, falling asleep, or distraction is a likely error, but this seems more complex than just failing to recognize the curve.

Especially when one considers that 30th Street, his last stop, was slightly over 3 miles away from the derailment site and with his speed it would have been less than 3 minutes from releasing the brakes and proceeding from 30th Street.

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Posted by erikem on Thursday, May 14, 2015 11:25 AM

With respect to Dave's comment...

Makes me wonder about undiagnosed epilepsy. This would be consistent with not remembering anything after leavng 30th Street and apparently not manipulating th throttle after setting it to accelerate from the station.

Please keep in mind that the above is one possible explanation out of many.

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Posted by Deggesty on Thursday, May 14, 2015 11:19 AM

blue streak 1

Washington post editorial on more dollars for Amtrak and other transportation infrastructure.

http://www.washingtonpost.com/opinions/the-steps-we-need-to-take-to-prevent-the-next-tragedy/2015/05/13/beaa84a0-f9af-11e4-a13c-193b1241d51a_story.html?hpid=z8

An examination of the Amtrak March performance report  table 4.6 shows tha Amtrak has not put but $6.0M+ into ACSES this year where as $15M planned thru March.  However table also shows $24M thru end of year and $31M on budget.  Appears that  Amtrak is having to save all the pennies possible to meet its meager funding.

 

 

 

From the Washington Post editorial: "It is also astonishing that Amtrak appears to have no reasonable alternative travel route while this line is closed, badly snarling transportation between Philadelphia and New York, a key section of rail."

What was the PRR's "reasonable alternative route"? As far as I know, there was none between Philadelphia and New York City, though there were alternative routes between Philadelphia and Pittsburgh. The writer of the editorial gives the impression that he/she has little knowledge of the area other than that Amtrak has a line through it and freight roads do have track that connects the two cities and is unaware that the other roads use motive power other than electric, and such power would have to provide electricity to the passenger cars.

I will not comment on the castigation of Amtrak because it has not fully equipped the corridor with the safety devices that might have prevented the wreck, except to say that the writer should know that Amtrak does not have unlimited funds.

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Posted by daveklepper on Thursday, May 14, 2015 10:34 AM

The story I read says he remembers nothing after accelerating from 30th Street, including not remembering dumping the air.

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Posted by Euclid on Thursday, May 14, 2015 10:16 AM
It is interesting that there are actually two speed violations here.  One was heading into a curve with a 50 mph speed limit while traveling at over 100 mph.  But as I understand it, the speed limit prior to the curve was 80 mph.  So apparently, the engineer was exceeding the speed limit prior to entering the curve.  I suppose they will be able to find a complete record of the train speed and learn where the train was when it first exceeded the speed limit.
They say that the engineer cannot remember anything after he dumped the air.  I would like to know what he can remember from before he dumped the air.  It would take some time to accelerate from 80 mph to 106 mph.  Failing to slow for a restricted curve due to forgetting about the curve, falling asleep, or distraction is a likely error, but this seems more complex than just failing to recognize the curve.    
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Posted by schlimm on Thursday, May 14, 2015 10:06 AM

oltmannd

"According to NTSB Member Robert Sumwalt... noted that the ACSES system was not in use on that part of the corridor. He said had a PTC system been in use at the time of last night’s incident it might have prevented the wreck. "

from Trains Newswire

 

The stretch of track where the train derailed was not equipped with an automated speed control system, Sumwalt said, adding that “had such a system been installed in this section of track, this accident would not have occurred.”

[from The Daily Beast]

Big difference.

Also, the crash came close to hitting a "Conrail" (sic!!) oil train.  Later, the article mentions CSX oil tank cars. 

http://www.thedailybeast.com/articles/2015/05/13/derailed-amtrak-cars-nearly-hit-bomb-train.html?source=TDB&via=FB_Page

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Posted by oltmannd on Thursday, May 14, 2015 9:52 AM

Some cant deficiency calculation:

4 degee curve with 5" superelevation, 50 mph = 2" cant def.

4 degee curve with 5" superelevation, 106 mph = 26" cant def.

4 degee curve with 5" superelevation, with 8" cant def. = 68 mph

(Japan runs HSR trains up to 8" cant def.)

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Posted by oltmannd on Thursday, May 14, 2015 9:43 AM

"According to NTSB Member Robert Sumwalt... noted that the ACSES system was not in use on that part of the corridor. He said had a PTC system been in use at the time of last night’s incident it might have prevented the wreck. "

from Trains Newswire

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Posted by blue streak 1 on Thursday, May 14, 2015 9:38 AM

Washington post editorial on more dollars for Amtrak and other transportation infrastructure.

http://www.washingtonpost.com/opinions/the-steps-we-need-to-take-to-prevent-the-next-tragedy/2015/05/13/beaa84a0-f9af-11e4-a13c-193b1241d51a_story.html?hpid=z8

An examination of the Amtrak March performance report  table 4.6 shows tha Amtrak has just put  $6.0M+ into ACSES this year where as $15M was planned thru March.  However table also shows $24M now planned thru end of year and $31M is budget.  Appears that  Amtrak is having to save all the pennies possible to meet its meager funding.

 

 

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Posted by schlimm on Thursday, May 14, 2015 9:18 AM

dakotafred

 

 
schlimm

http://www.nytimes.com/2015/05/14/us/amtrak-train-derails-crash-philadelphia.html  

1. The NTSB confirms the train was going 106 mph, first in the 70/80 mph straight stretch leading to the 50 mph curve.

2. PTC in some form, if in place there, could have prevented the accident or mitigated it greatly.

3. Had the engineer been doing his job correctly, the accident could have been prevented.

 

 

 

Whoops, that third point is a leap, precluding a mechanical failure.

I will say, network news has just reported that the engineer "can't remember" the accident -- but has retained enough sentience to hire a lawyer.

I will also say that humans are allowed to have accidents. They have job failures every day, and occasionally these are going to have tragic results. Their mechanical systems will also have the occasional tragic result. PTC might well have prevented this accident -- and will surely cause others.

 

 

 

http://www.cnn.com/2015/05/14/us/philadelphia-amtrak-train-derailment/ 

Well sure, it is possible the derailment could have been caused by faulty track or brakes, but it seems far more probable, given the 106 mph speed of train, that it was caused by human error, the engineer, whose name and where he is from being quite irrelevant.  Yes, humans make errors.   But when those errors lead to deaths and injuries, there must also be serious consequences, even if he is a railroad engineer.

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Posted by Ulrich on Thursday, May 14, 2015 8:55 AM

Where he's from makes no difference. For some reason the media waste ink and bandwidth on reporting stuff that is totally irrelevent i.e. where he's from, where he went to school, sexual orientation etc. Maybe they're attempting to establish that the train crashed because the engineer is a college educated  gay man from Brooklyn.  

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Posted by MrLynn on Thursday, May 14, 2015 6:46 AM

beaulieu

 

 
MrLynn

Just heard a CNN interview with an NSTB board member, who said that the area of the crash was not protected by PCS/ACSES.  He was not as specific as beaulieu is, nor did he say where else on the NEC PCS has not been implemented.  He did say that PCS would have prevented this overspeed disaster (and the one at Spuyten Duyvil in NY). 

Makes me wonder about Amtrak's one-person-in-the-cab policy where PCS has not been installed.

 

PCS is what? The NEC south of NYC is protected by a legacy PRR Cab Signal system, usually refered to as CSS(Cab Signal System). The Cab Signals have a limited number of aspects and only require the acknowledgement by the Engineer, rather than enforcing the speed restriction. Therefore they do not meet the requirements of the PTC mandate. With speeds north of NYC on the newly electrified trackage being as high as 150 mph, Amtrak choose Alstom Signaling's ACSES II system for that trackage. Alstom's ACSES system meets the requirement for PTC(Positive Train Control) and it was offered to the freight railroads. The freight railroads rejected the system as too expensive and with features that they did not need. The freight railroad's choice was Wabtec's V-ETMS system, which offered a lower price, and Wabtec agreed to license production of the various pieces of hardware to all of the other signalling system companies, which Alstom was reluctant to do.

Alstom ACSES II

 

Oops!  Meant to type 'PTC' and instead typed 'PCS'.  Old brains do strange things.  Thanks for the correction.

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Posted by BaltACD on Thursday, May 14, 2015 6:25 AM

Bob Schuknecht
BaltACD

I read in one of the news articles identifying the engineeer that he was from Boston.

It was reported on at least one TV network that the engineer was from Brooklyn.

 

 

I misconstrued his name for his residence.

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Posted by gardendance on Thursday, May 14, 2015 6:25 AM

Bob Schuknecht

 

 
BaltACD

I read in one of the news articles identifying the engineeer that he was from Boston. 

 

 

It was reported on at least one TV network that the engineer was from Brooklyn.

 

 

I also read at least one article, one which identified him, that said he was from New York city, although I can't swear that it said Brooklyn. Perhaps you read his name, Bostian, and thought it said he was from Boston.

http://www.cnn.com/2015/05/14/us/philadelphia-amtrak-train-derailment/

"The train's engineer was identified to CNN as 32-year-old Brandon Bostian of New York."

 

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Posted by oltmannd on Thursday, May 14, 2015 6:17 AM

narig01
Could the 1st car have been crushed by the locomotive?

from looking at the pictures of the wreck, the first car took out a cat pole.  The locomotive looks like it scraped along the LH side of the pole but the first car caught it solid.  That collision twisted the car 180 longitudinally and bent it in half. 

The one vestibule looks crushed on the RH side and there is a dent on the roof.  Perhaps the cat pole caught the vesibule and the rear of the car launched upward such that the cat pole crushed the roof and allowed momentum from the rear of the car to the LH side of the cat pole to twist and bend the car, ripping the side from the floor.  

 I don't think I've ever seen a wreck picture with damage like that. The rest of the train looks like it skidded to the left of where the pole was. 

http://l1.yimg.com/bt/api/res/1.2/2pdhHoUcQDLmGV_VKVybVw--/YXBwaWQ9eW5ld3M7Zmk9ZmlsbDtoPTcwMDtpbD1wbGFuZTtweW9mZj0wO3E9NzU7dz0xMDgw/http://media.zenfs.com/en_us/News/ap_webfeeds/a0495b726aa25e15760f6a7067005c22.jpg

You can see the remnant of the cat pole laying against car #2

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