by CPSK
RearOfSignal wrote:Perhaps a temporary measure to reduce the likelihood that another similar accident will occur where there is a significant speed reduction would be to install strobe lights at some distance from the curve (or other slow area), with the hope that they would "wake up" a sleepy driver.Tommy Meehan wrote:Yes, NYCT does this by having 2 or 3 signals between where they want to train stop versus where they have to stop. So a train would have to go through a couple of stop signals a couple hundred feet apart before traveling far enough to strike a train on a conflicting route or ahead of it.RearOfSignal wrote:The problem with a subway vs a railroad in that situation is that not all railroad trains operate at the same speed over the same track. Secondly subway trains typically don't pass platforms, so station timing would be inefficient for express trains on a local track.I think another related problem is, they have to place the trippers where it will stop the heaviest train on the line short of the obstruction. In this case that would be a 130-car freight train. Placing them that far in advance would impact passenger train schedules. And if the freights were made exempt then you still have the difference in weight between a seven-car Shoreliner with a Gennie and a six-car MU train. Then you're going to have snowfall in the winter. Most of the subway lines are either underground or on elevated structures. Snow doesn't accumulate.
I thought the best suggestion was to put the curve speed-reduction code into the cab signals. If it's feasible they may do it yet.
Again yes, most practical short term fix to this is to lower the cab signal code to Medium Speed for the curve. But PTC will fix this as well at least in the long term.