Rough approximation: varies by the manufacturer and type of tie used:How long and wide and tall are the concrete ties that Amtrak typically uses on the Northeast Corridor?
My best chuckle of the day!!!! Thanks for that!!I have not seen a single employee in the Northeast Corridor wearing a concrete tie. They are all wearing that same angle-striped RWB one made of some sort of fabric.
:giggle:
That happened to MARTA. And if you do a web search on defective concrete ties, there are all sorts of hits.Some of the manufacturers claim up to 60, outside analysts are more likely to say 35-50, dependent on the weights of the loads, traffic volume, and environmental conditions. There have been some well publicized (within industry circles) cases of substandard lifespan of whole batches of ties, leading to large scale replacement.
Thanks.Rough approximation: varies by the manufacturer and type of tie used:How long and wide and tall are the concrete ties that Amtrak typically uses on the Northeast Corridor?
8'-6" long, 11" wide, 9" deep at the ends, 7" deep at the center.
The bigger issue for me, was finding a tie clip that fit!i tried on once but could never get it off the ground. It was kinda colorless too.
I would suggest you look for you answer's in a forum more focused on the 'trade', than this one, more for Amtrak enthusiasts....Im currently studying about cracks on railway ties.
I work in the Metro of Recife, Brazil... We are facing this problem now, if you guys have any material that may help me understand better the situation, i would be very pleased
What are the long term statistics of concrete vs. wood ties? Concrete has been available and in use for at least thirty years, but I'm still seeing/hearing most replacements being wood instead of concrete. Are there specific advantages to concrete in terms of train frequency, weight, speed, where wood would be at a disadvantage?
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