Backshophoss wrote:Pelham Bay is not the problem,some of MN's New Haven Line bridges(Walk in Norwalk is worst ) and bridges
East of New Haven have the Coast Guard watching and requiring bridge openings.
Amtrak at least protected the remaining tunnel access points by building the "tunnel box" under LIRR's
West Side Yard. New Jersey's stillborn "ARC" project has messed up and made the Feds take a good long look
and require studies up the wall before committing to any more tunnel projects.
Amtrak's announcement about the conditions in the PRR tunnels,and the possibilty of a tunnel shutdown for rehab
after Sandy's created damage was the eye opener.
As is Amtrak's and LIRR's problems in the East River Tunnels to Sunnyside Yard.
The Gateway Tunnels are needed,that's the given,but talk of the "HSR and Penn Station south"
should not be tangled with Gateway,they are just items to think about in the future about the time the
need for the 3rd gen Acela design that will need it's own dedicated ROW.
Walk is finally, at long last funded for replacement. And CT River (the last Shoreline bridge that needs replacement) is in expedited final design. So that leaves 3 really bad ones left to go in CT that still don't have a penny's appropriation yet. Walk's being replaced by a lift bridge with separate lifts for each 2 tracks. Which'll be a tremendous improvement in reliability with the redundant lifts, and tremendous improvement in speed because lifts are generally the fastest types of movables and they're adjustable height. With Norwalk only having short barge traffic, it means they can lift it only a few feet then quickly drop.
All 3 other New Haven Line bridges are likewise eyeing lifts for replacements, for same performance and reliability reasons.
Not sure what CT River's final design is. They couldn't raise the bridge like they originally hoped because it would've had to go too freakishly tall to cut down on the openings on New England's widest and longest navigable river. It's either going to be a redundant bascule, 1 track per leaf and much faster machinery, or a tall lift 1 track per lift. Lift I think is the preferred design because it widens the martime channel in addition to having the speed and reliability advantage at track level. With the kind of vessels that use the CT River, channel width and the boat being able to floor it instead of inching it through a narrow channel makes a bigger overall difference to speed of openings/closings than the height of the bridge.
That leaves Mystic River (1984-construction swing), Shaw's Cove (1984-construction swing), Niantic River (2012-construction bascule), Pequonnock River (1998-construction bascule) as the last non-lift movables north of Maryland. Portal's becoming a high fixed span. Pelham is likewise shooting for high fixed span if they can appropriate the money for it. Thames River was retrofitted to lift a couple years ago, and Dock in NJ is a lift that opens like twice a decade (and is the "youngest" of the ancient NEC movables and in good long-term condition). For the traffic those bridges carry getting a total of 7 of the 11 un-eliminable Tri-State Area movables over to lifts is the best they can possibly shoot for and should make a huge capacity difference if they can muscle all that $$$ into place.