NTSB preliminary report on Missouri crash

Must have been the hoboes riding the rods. Anyway,the NTSB says there were 275 passengers and 12 crew on board = 287 total. The consist was 1) a Superliner Transition with crew quarters only - presumably empty at that the time 2) Two Superliner Sleepers with a capacity of 44 each 3) A Superliner Diner with a capacity of 72 4) A Superliner Lounge-Cafe with a capacity of 73 5) Two Superliner Coaches with a capacity of 68 each (I’ve seen 68 to 74 so I’ll be conservative). Total 369. If the on board staff staff keeps the diner empty, puts some coach passengers in any open space in the sleepers (call it an “upgrade” the way the airlines do) and uses about 20 percent of the lounge car as a coach, you’ve got seats for everybody, Crowded, but you’ve got a seat. And you can serve drinks in the dining car when it’s not serving meals.The crew will be on their feet when working and they have their accomodations in the Transition car when not. Of course, whether the staff has that level of flexibility is the question.

Well, that’s a unique and innovative thought.

From the other thread>>>

There’s always some guy that would argue with you on those points, for example>>>

Yes, Amtrak overloaded. Look at the link. It tells the whole story. There was also a news report right after this happened that said there was one guy in charge of inspecting the crossing along with others in the same general location. As I recall, the story indicated that the crossing had defects that this guy should have reported and gotten action to fix the problems, which was said to include the trees obscuring the view. But I am looking for that story and so far, no luck. I know the story gave the guy’s name.

Simply raising the approaches is going to be an expensive proposition. That is a LOT of fill.

A recent road project here on a county road raised the road surface about 5 feet over 100 yards, removing a significant dip. It took hundreds of truck loads of fill.

I think they should have raised it another few feet, but, once again, it would have taken hundreds of truckloads of fill. And the fill was available in the area (a lot of gravel hereabouts).

That’s not to say that the approaches shouldn’t be raised, but understand what’s involved in such an undertaking.

If the crossing is

I don’t understand your point. I advocated solving the problem by removing the trees and reducing the gradient of the

According to that news report I linked a few posts up, they already brought in lots of new fill to raise at least one of the approaches in order to be able to get the trucks onto the site that were used to help pick up the wreck. When they first attemped to get those trucks over the crosing, they found it was impossible to do.

Importing, spreading, compacting, and grading the fill would cost some money, but I bet it would be the cheaper than converting the crossing to active protection. Even with that, you would probably need the approaches to be raised.

Also keep in mind that the law does not allow a driver to pull right up to the track to look for trains. He cannot get closer than 15 ft. from the nearest rail before stopping to look. If he knew no trains were approaching, he is allowed to stop 50 ft. from the nearest rail. Then he could make a run for steepest part othe climb without stopping right at the track and then needing to restart.

If they used Hulcher or someone similar, their trucks, especially their lowboys, are a lot bigger and heavier than the dump truck. Remember, most of that news video was about a lawyer suing the railroads; it just might be slightly biased. I’ve dealt with news reporters a few times in my career and most know nothing about their subject matter. They can’t, they’re reporting on different subjects every day.

A guy that I have personally heard from who was on the train said that they loaded a bunch of people they did not have seats for at K.C. so they put them in the sightseer lounge. However, I’m not sure why that would make a difference. I don’t see that that was unsafe in anyway.

A couple of questions I’ve had from the beginning, although the crossing could be made safer, what I’m really wondering about, did the driver of the truck actually stop? After all, there IS a stop sign there, not?

If there was a video cam on the locomotive, it might tell us if the driver stopped.

Then, if he did stop, did he look? Did the engineer blow for the crossing? If he did, why didn’t the truck driver hear it?

The roads that go over some rural crossing are by far too lightly travelled to justify automatic half barrier gates. If this is such a crossing, then would it be an option to simply close it? What few local motorists need to use the crossing would have to drive a little further but such is life.

There was a news report that

The above posts, well reflect my observation. I tried to get several post included in this post.

With an actual incident similar, here in my area…the “fix”… before gates were finally installed…was to reduce foilage FARTHER than that required.

Does anyone know the “term” given to the amount of clearance (probably FRA mandated) at crossings. It’s my understanding this clearance distance coincides with the spotting of cars if a train is broken to open the grade crossing. In the Mindon case due to the acute angle of intersecting and high speed of RR traffic, seems FRA would wisely mandate extrordinary distance of clearance. IMHO endmrw0726221359

" the crossing is on railroad property and this line engages in interstate commerce, then a strong case can be made that the federal government view can overrule any local desire."

Obviously my attempt to post quotes is failing

reference: the above quote

And to add to it, if it is a Federal matter in any way, looks like the Corps of Engineers could build the expensive approach improvement. After all the deceased driver was on delivery to COE project.

Remember - everytime you make a design to ‘Idiot Proof’ a situation - the World just generates more idiotic idiots.

I can atest to this. At a retirement job we tried to idot proof equipment. Simply impossible. Maybe make a slight improvement but Walt is correct.

endmrw0726221414

FEDERAL RULE

49 CFR § 213.37 Vegetation.

Vegetation on railroad property which is on or immediately adjacent to roadbed shall be controlled so that it does not -

(a) Become a fire hazard to track-carrying structures;

(b) Obstruct visibility of railroad signs and signals:

(1) Along the ri

Yes I know what the point of the press release is, but I have no idea whether its claims are factual.

Yet, you consider the amateur video factual without standing on the ground and seeing its angle, camera lens length, distortion, etc.

And consider the reports on a local TV channel as being objective.

Too many people have lost their critical thinking skills. They see something on the internet and think “it must be true, I read it on the internet”. The correct way is to see what the railroad says from their biased viewpoint, see what the litigator says from their biased viewpoint, do some of your own research and then determine what the “real truth” is. Much has been said about viewpoints, but until we see the cam from the locomotive, if the driver didn’t attempt to stop and look, it’s all moot. I’ll wait for more FACTS.

I do not consider anything yet to be proof of what happened during this crash. All I see is a variety of evidence. I agree that the key point is whether the driver stopped within the prescribed 15-50 feet short of the nearest rail.

I consider the video to be good evidence of the site conditions. The fact that it is amateur is irrelevant.