So re:inflation, I was actually assuming 100% to 200%, although I also understand that tube costs might not be linear, as there may be some fixed costs that dont scale.
So assuming linearity(275m for the tubes, as I remeasured and its actually 65% as long) with a 75% inflation factor, thats more like $485ishM. The Logan study also assumed an SSU on land whereas more recent proposals call for a Channel placement. I went with that assumption and expect that tubes would connect directly to the station.
I'm confused as to where you're getting a 65% reduction in length. Are you measuring from the channel location to the Jeffries Point shoreline? Because if so, you've got to now bore under Jeffries Point to roughly reach the BL Airport station (assuming we're doing a superstation here) rather than doing a cut-and-cover as as the 94 study calls for, and I'm not seeing that accounted for here. Honestly, probably a wash with the deleted tunnel from SSU to the downtown shoreline but still needs accounting for, we can't just not add it into your recalculations.
I also think you may have shorted the tunnel measurements somewhat in that case, but honestly I'm not sure it's by enough for it to matter.
Let's also use the Logan estimates(as you rightly say, for consistency, for two bored tunnels of 3600ft I thought that 18k per ft, which is between the lower and upper tunnelling estimates, would do. That results in a figure of $112M, with your 75% inflation factor. $597M so far.
I wouldn't do that. The study is pretty clear about the cost difference in the two project areas. The Chelsea portion (which we're discarding since we aren't trying to bend the NEC back to the Western Route in this exercise) has lower costs that don't match the costs of tunneling on Logan property. I wouldn't be arbitrarily second-guessing their costing now that we've decided that they're a reliable cost source. Minor in the grand scheme, though.
Regarding tracks and ventilation, I ve assumed a wash between CA/T and Harbor, but okay, $979M.
Why would you assume a wash between CA/T and Harbor? The study very explicitly notes the difference in ventilation. Specifically, that you can't just throw up ventilation buildings and egress shafts in the middle of the harbor, so both air and people have to be moved laterally to a safe location to emerge.
The more I keep looking at the numbers in this study, the more I doubt them. Even with the T sandbagging, the cost differences are just too staggering between the 94 CA/T costs and current 2-track CA/T costs. It's pretty obvious to me that this study is missing several somethings. The pricing is literally a factor of 10 less than current cost estimates, even adjusting for inflation. If the T were sandbagging that hard, I would hope that we all knew it. Commonwealth Mag thinks the T is off by a factor of 2, so... I guess I have to wonder, what did they miss back in 1994, and is this discussion even remotely worthwhile if the cost estimate is junk?
I also never mentioned the operational advantages in not having two tunnel feeds in Charlestown.
I mean, you're still going to have a spaghetti junction at SSU since it's the one shared point, as opposed to being able to sort traffic at SSU going north, have it hit NSU, and then off to wherever needed, and the reverse coming south. Would that not be par at best?
And as for comparing the Ted, those tunnels are huge compared to a two track train tunnel. That alone makes them apples and oranges
The study you linked disagrees, interestingly enough. It makes a direct comparison to the Ted, stating that "this 7000' segment would be roughly the diameter of one of the highway barrels in the Third Harbor Crossing". So no, it's pretty apples to apples.
And if youve ever ridden the SL1, you would know why Massport planned for a $1B people mover to Airport. Not unusual at all to take 20+min in the Ted alone.
The traffic in the TWT has precisely zero to do with Massport's APM project. They're worried about Logan internal traffic (Massport shuttles, Uber/Lyft dropoffs, hotel shuttles, etc). While the APM would connect to your Airport superstation, it's anything but a prerequisite for the build. Logan has circulatory issues wholly aside from the nature of the transit tie-in.
I've ridden SL1 many a time. Which is why I'd prefer there be a dedicated RT tube instead of sitting in traffic. But the APM doesn't change Ted traffic for good or for bad.
Sorry, Riverside, forgot to address Chelsea/Malden.
Two main points.
The first, is that substituting RT for RR would be lightyears easier and less expensive than placing RT NEXT to CR.
It was me. But placing RT next to CR is still cheaper than building a cross-harbor tunnel just to relocate the CR.
Secondly, yes I know branching at Sullivan has its downside regarding Malden, but present operations are 6 min frequencies and if you went to 3-3.5 on the trunk, which you might have to because of additional Revere and Chelsea pax(also provides additional capacity for Worc to OL types), I think that both branches, which are almost exactly the same length, would be adequate. And with a GL to West, so OL traffic would be diverted at Sully
Orange could use additional frequencies now to be perfectly honest. Branching would preclude improving that situation at MC by default.
And regarding Worc-NS, I think that GJ GL would satisfy many that would want NS service. Possibly not.
It's not much of an improvement (if any), and it's still a transfer (though admittedly, at least one that occurs outside of the core). I'd be pretty sore if I lived in Worcester and the state spent billions on a NSRL that
could have given me direct access to North Station, but instead still has me transferring 5 days a week to get to work, while giving me a one seat ride for that handful of times a year that I fly without the family. Especially with Worcester's own Tim Murray previously pushing that plan (RR running over the GJ, not LRT), there's definitely demand for a one-seat ride to North Station.