by JoeS
My guess would be that ties would be laid right onto the deck, then rails placed/spiked, then ballast dumped, then track lined and leveled.
How the rails get there poses an interesting question. Dragging CWR across the deck surface would make sense but may be very risky in that location. If the ribbon got loose it could hit the old bridge and damage it or take it right down.
Stick rail could be easily maneuvered out onto the bridge with a backhoe for starters, then replaced with CWR at some point in the future.
Questions I have are: Does the current bridge have CWR across it or stick rail? (I'm guessing the latter because the in-track stress of CWR may be more than the bridge could handle)... will they use wood or concrete ties? Will they use a track laying machine (TLM) or not?
Thought-provoking engineering questions, hopefully someone can shed light on them.
How the rails get there poses an interesting question. Dragging CWR across the deck surface would make sense but may be very risky in that location. If the ribbon got loose it could hit the old bridge and damage it or take it right down.
Stick rail could be easily maneuvered out onto the bridge with a backhoe for starters, then replaced with CWR at some point in the future.
Questions I have are: Does the current bridge have CWR across it or stick rail? (I'm guessing the latter because the in-track stress of CWR may be more than the bridge could handle)... will they use wood or concrete ties? Will they use a track laying machine (TLM) or not?
Thought-provoking engineering questions, hopefully someone can shed light on them.
Joe