MassDOT Rail: Springfield Hub (East-West, NNERI, Berkshires, CT-Valley-VT-Quebec)

Track realignment underway at Springfield to reduce delays from freight trains and decrease train traffic congestion. Via Steve Fainer on twitter

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I'm struggling to find anything but does anyone have more specific info on the work being performed?
 
Track realignment underway at Springfield to reduce delays from freight trains and decrease train traffic congestion. Via Steve Fainer on twitter

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I'm struggling to find anything but does anyone have more specific info on the work being performed?
I imagine that's the Amtrak interlocking work; I don't think there's anything out there that shows the proposed layout, but I believe that this is separate from the proposed "Springfield Area Track Reconfiguration Project" - the state got 1.8m in CRISI money for preliminary design in 2022 but as of present that hasn't shown up in public yet.
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Hooray, they are doing it! But as others have pointed out, 2 additional trains per day is entirely inadequate. And it's extremely frustrating that to get that minimal bit of additional service is going to take 5 years to achieve.
Read the comments from the study in the link below. People in the Western part of the state want it to happen no matter the frequency, just as long as it happens soon and that it is maintained and reliable. People will take the low hanging fruit!

APPENDIX – PUBLIC COMMENTS RECEIVED
 
Feds Commit More Funding For Springfield Passenger Rail Improvements

The 2024 round of grants from a federal railroad infrastructure program will send more money to add track capacity at Springfield Union Station, where several proposed new Amtrak routes would converge under the state's "Compass Rail" plan.

The Springfield Area Track Reconfiguration Project would build new crossovers, layover tracks, and upgrade platforms around Springfield Union Station, which is currently a choke point where several freight railroads and busy Amtrak routes converge.

The $36.8 million grant will come from the Federal Railroad Administration's Consolidated Rail Infrastructure and Safety Improvements (CRISI) grant program.
 
Would Class 5/90 MPH be possible for East-West/Compass Rail trains between Auburndale and Newton Corner? It's a short segment, meaning time savings would be minor, but it looks straight enough for a track class uprate. But looks can often be deceiving.
 
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Would Class 5/90 MPH be possible for East-West/Compass Rail trains between Auburndale and Newton Corner? It's a short segment, meaning time savings would be minor, but it looks straight enough for a track class uprate. But looks can often be deceiving.
The time savings would be very minor. Class 5 from Wilbraham to Springfield, a much longer straight segment, only netted a 2-minute schedule savings...not nearly enough to be worth the cost. You'd be talking a handful of seconds at best for an uprate between a couple of intra-Newton stops.
 
Would Class 5/90 MPH be possible for East-West/Compass Rail trains between Auburndale and Newton Corner? It's a short segment, meaning time savings would be minor, but it looks straight enough for a track class uprate. But looks can often be deceiving.
Yeah, eyeballing it, it looks as straight or straighter than the Providence Line from Forest Hills to Back Bay. And that's rated for 120mph. But I too would love it if anyone here has some resources for measuring curves more accurately, or otherwise figuring out max possible speeds in existing ROWs.

As you and F-Line point out, the time savings would be small regardless. Like you say, it's a short distance. But it's also a marginal speed increase. Going from 80 to 90mph is only 12% faster, and you'd be doing it on a stretch the train doesn't spend much time in, because it's already going relatively fast. Very roughly, increasing the max top speed of some sections is almost never going to save more time than speeding up the slowest sections. Fixing up any of the 40mph track west of Worcester to just 50mph speeds up that section a full 25%, and would do that in a section where the train spends relatively a lot of time, because it's going slow.
 
Yeah, eyeballing it, it looks as straight or straighter than the Providence Line from Forest Hills to Back Bay. And that's rated for 120mph. But I too would love it if anyone here has some resources for measuring curves more accurately, or otherwise figuring out max possible speeds in existing ROWs.

As you and F-Line point out, the time savings would be small regardless. Like you say, it's a short distance. But it's also a marginal speed increase. Going from 80 to 90mph is only 12% faster, and you'd be doing it on a stretch the train doesn't spend much time in, because it's already going relatively fast. Very roughly, increasing the max top speed of some sections is almost never going to save more time than speeding up the slowest sections. Fixing up any of the 40mph track west of Worcester to just 50mph speeds up that section a full 25%, and would do that in a section where the train spends relatively a lot of time, because it's going slow.
It's also not going to net any actual 90 MPH running to do one small stretch of Newton as the train will be spending most of its time in that speed zone in acceleration from sub-80 before the next curve (very sub-80 for inbounds coming off the big Wellesley Farms curve). On loco-hauled, not EMU, because that's what Amtrak will be running. It'll make almost no difference unless you're at a starting point of near-80 MPH.

Invest the money instead on more 90-110 MPH running on the Springfield Line. That's where the bulk of the Amtrak schedules will end up picking up the most time for the most ridership.
 
Ignoring the fact that new stations are currently being (badly) designed and not reserving a third track in that area, and assuming it's possible to carve out a third track through here, would there be any benefit in an express track that is rated at 90mph? The stretch from Auburndale to the Newton Corner-pike-side-switch is pretty straight, and it feels like you'd gain some time savings there for Amtraks, and Springfield/Worcester expresses.
 
Ignoring the fact that new stations are currently being (badly) designed and not reserving a third track in that area, and assuming it's possible to carve out a third track through here, would there be any benefit in an express track that is rated at 90mph? The stretch from Auburndale to the Newton Corner-pike-side-switch is pretty straight, and it feels like you'd gain some time savings there for Amtraks, and Springfield/Worcester expresses.
Yes, it would save some time, but on the order of tens of seconds. Looking at it again, there might be a cost effective improvement to made here, though.

Here's a map of speed limits according to openrailwaymap, which (I think) keeps things relatively up to date and accurate.

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Most of the stretch is at 79mph, most of the rest is 75mph, and one odd section in the middle at 70mph. To figure out how fast trains actually go through there, you'd need to know specific acceleration/deceleration profiles for specific trains. Or just simplify things and say a train averages 75mph in that section. Auburndale to Newtown Corner is 3.5 miles, so that takes 2 minutes 48 seconds. If you assume a train runs that whole length at 90mph, that same stretch takes 2 minutes 20 seconds. So it would save 28 seconds. As F-Line points out, once you factor in acceleration/deceleration (which for Amtrak is kind of crap), the time savings are less because you'd spend less of that distance actually going top speed. As a rough guess, maybe you could save 15-20 seconds here with expensive track upgrades. Finding lots of little savings like that is good. They add up. But there are much cheaper seconds or minutes to save elsewhere along the line.

One thing that does stand out, though, is that short 70mph section right in the middle. I can see no obvious reason for it. Because it's right in the middle, it likely keeps trains from ever hitting the higher, adjacent top speeds today. It's only ~1500 ft and maybe could be upgraded to 79mph at much less effort than trying to get to 90mph. That would let trains run top speed longer. This would net even fewer seconds, but they might be super cheap seconds. (But this is a wild guess)
 
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Not at that location. Nearest interlocking is CP 6 in Allston right by the Brooks and Parsons St.'s overpasses. This spot is where there was a wayside signal head in the pre- cab signals days, so it probably still marks an (electronic) signal block. But that shouldn't affect the speed limit any.
 
But I too would love it if anyone here has some resources for measuring curves more accurately, or otherwise figuring out max possible speeds in existing ROWs.
For measuring curves when I don't have access to the official track charts, I use Alon Levy's Google Earth method described in this blog post.
 
Ignoring the fact that new stations are currently being (badly) designed and not reserving a third track in that area, and assuming it's possible to carve out a third track through here, would there be any benefit in an express track that is rated at 90mph? The stretch from Auburndale to the Newton Corner-pike-side-switch is pretty straight, and it feels like you'd gain some time savings there for Amtraks, and Springfield/Worcester expresses.
Coming back to this, I thought to check the TransitMatters report for the Worcester Line. They talk (partially) about the section of track you're asking about (page 16):

The maximum speed on most of the line is currently 60 MPH. However, the MBTA has recently upgraded the limit to 79 MPH in places where track has been upgraded.

Most of the line can support 90 MPH and some segments are straight enough for 100. Between Allston and Framingham, the tightest curve (at Riverside) permits 87 MPH provided trains can take it at modern speeds. Railroad tracks can be banked (known as superelevation on the railroad) to facilitate taking curves at speed. The lineʼs curves currently have weak levels of banking which can be increased significantly. Moreover, federal regulations for train speed on curves were modified at the beginning of this decade allowing trains to run faster subject to tests; unfortunately, the MBTA is still not making use of the new rules.

If all that is correct, then your suggestion for the Newton section looks even better. If the curves around Riverside could be 87mph, then the mostly straight section in Newton could better take advantage of higher top speeds. Eyeballing it, raising all those top speeds from Framingham to Allston would save an Amtrak 4-5 minutes, which is a lot.

Still, this is likely an issue of trying to find the cheapest seconds or minutes to shave off. Upgrading all those 60mph sections around Framingham would save more time and almost certainly for less cost.
 
Coming back to this, I thought to check the TransitMatters report for the Worcester Line. They talk (partially) about the section of track you're asking about (page 16):



If all that is correct, then your suggestion for the Newton section looks even better. If the curves around Riverside could be 87mph, then the mostly straight section in Newton could better take advantage of higher top speeds. Eyeballing it, raising all those top speeds from Framingham to Allston would save an Amtrak 4-5 minutes, which is a lot.

Still, this is likely an issue of trying to find the cheapest seconds or minutes to shave off. Upgrading all those 60mph sections around Framingham would save more time and almost certainly for less cost.
I wouldn't read much of anything into those TransitMatters conclusions, because (per the Achilles heel of all their reports) it's contingent on buying breakneck intercity-caliber EMU propulsion fitted in commuter livery...something virtually no one on the planet does because it's incompatible with standees, and which no manufactuer has ever bid on this continent. It's pure fantasy. The superelevation tricks also end at Framingham; the freight tonnage moving from Worcester-Westborough-Framingham does not play nice with elevated curves and would force CSX to move at restricted speed (something they're not going to agree to in the first place). So that wouldn't work for anything on the whole B&A excepting freight-less Framingham-Boston. Bobbing and weaving around frequent non-sharp curves is still going to put standard commuter EMU's in acceleration recovery mode enough of the time to keep you well below the max authorized track speed. The time savings are going to be meager for the (lot of) money it would take for a full track class uprate. I firmly believe (because it's true as well on the NEC in true high-speed territory too) that you net more for your money attacking whatever sub-60 MPH curves remain on the route before considering any raising of the max authorized speed and track class. And there are a lot of those to tackle.
 
I wouldn't read much of anything into those TransitMatters conclusions, because (per the Achilles heel of all their reports) it's contingent on buying breakneck intercity-caliber EMU propulsion fitted in commuter livery...something virtually no one on the planet does because it's incompatible with standees, and which no manufactuer has ever bid on this continent. It's pure fantasy. The superelevation tricks also end at Framingham; the freight tonnage moving from Worcester-Westborough-Framingham does not play nice with elevated curves and would force CSX to move at restricted speed (something they're not going to agree to in the first place). So that wouldn't work for anything on the whole B&A excepting freight-less Framingham-Boston.
I'm not sure what you're getting at here. If the TransitMatters conclusions only really work for intercity-style trains east of Framingham.... perfect. That's what the original question was. Amtrak running through Newton. So I don't know why we shouldn't accept TM's conclusions here.

I firmly believe (because it's true as well on the NEC in true high-speed territory too) that you net more for your money attacking whatever sub-60 MPH curves remain on the route before considering any raising of the max authorized speed and track class. And there are a lot of those to tackle.
Yes, I agree. I don't know why you're telling me, though. I've said this really explicitly a couple of times in this thread. Either way, I'm glad you agree. Last week your suggestion was to raise max speeds to 110mph in sections, which was interesting, but seemed like the wrong place to start.
 
I'm not sure what you're getting at here. If the TransitMatters conclusions only really work for intercity-style trains east of Framingham.... perfect. That's what the original question was. Amtrak running through Newton. So I don't know why we shouldn't accept TM's conclusions here.
Because there's not going to be EMU's of any kind running on an Amtrak Inland. The B&A can't be electrified west of Worcester without punitive-cost bridge mods because it's a lucrative double-stack freight corridor that had all bridge undercutting tricks maxed out when CSX last uprated the clearances 15 years ago. It's 35 bridges Worcester-Springfield that would have to be cleared from 20'2" to 22'9" to run all-electrics, almost double that if you're doing the Albany corridor. And no BEMU potential because the distance too far exceeds the charging range of those vehicles. It's going to cost you a half-billion dollars just for the clearance mods. That's not going to amortize in cost at a projected 8-10 RT's per day. But since Amtrak's Airo sets can run dual-mode push-pull right from the get-go, you also wouldn't need to electrify to eliminate engine swaps. Just electrify New Haven-Springfield and Worcester-Boston straightforwardly. And with only 1 projected intermediate stop in Palmer...not a lot of starts/stops where the EMU's would make up a big acceleration difference to begin with. So the biggest bang-for-buck for Amtrak is eliminating particularly slow curves, of which there are many on the Inland.
Yes, I agree. I don't know why you're telling me, though. I've said this really explicitly a couple of times in this thread. Either way, I'm glad you agree. Last week your suggestion was to raise max speeds to 110mph in sections, which was interesting, but seemed like the wrong place to start.
110 on the Springfield Line, not the B&A. The 2011 Service Development Plan for the Springfield Line upgrades specced Class 6/110 MPH as feasible and recommended in spots because it's a corridor with lots of straight sections and relatively few punitive curves that would need to be treated first. Simply implement what ConnDOT and Amtrak already recommended 13 years ago. Is that not straightforward enough?
 

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