Tag: design speed

  • Where the line goes

    Coalition for Better Rail · ALTO HSR Citizen Research Initiative · The HPR Research Report

    Where the line goes, and what it costs

    Pick the route first and the speed follows. Pick the speed first and the route picks itself — expensively.

    Every rail project has one decision that cannot be undone. Not the trains, not the timetable, not whether the line runs on diesel or electricity — all of those can be changed later. The route is the one that is fixed for a century. This chapter is about that decision: where an HPR line would run, why, and what it would cost.

    It also explains the single choice that separates the two proposals. ALTO decided on 300 km/h and then had to find ground straight enough to carry it. HPR starts from what the corridor already offers and lets the speed come out of that. The result is a railway that costs roughly a third as much per kilometre — and arrives about twenty-five minutes later.

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    Chapter 4: Route Alignment and Capital Cost (PDF)
    The full chapter, with the cost model, maps and sourcing
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    4.1 · The Window

    Is the corridor still available?

    Speed decides how straight a railway has to be, and the relationship is steep. A curve for 200 km/h needs a radius of about 1,900 metres. At 240 km/h it is about 2,700. At 300 km/h it is about 4,250 — nearer 7,000 for a comfortable ride. Anywhere in the 177–240 km/h band, those curves are gentle enough to follow a route that has already been cut through the landscape, easing the bends here and there. At 300 km/h the curves run for kilometres, and no amount of easing fits them alongside Highway 401 or the existing rail corridor. The line has to strike out across open country. That is physics, not preference.

    This is why the project’s own history matters. What became ALTO went into the procurement as VIA High Frequency Rail — a plan the government itself described as running at up to 200 km/h on dedicated track along mostly existing rights-of-way. The 300 km/h target that emerged is what closed the existing corridor off.

    The window is closing, but not mainly because of the highway

    The Highway 401 widening is the visible threat, but it is only the leading edge. What really closes the corridor is ordinary growth: commercial development at the interchanges, then logistics parks moving east from the GTA, then housing, then the utility corridors — hydro, gas, fibre, water — that lock in behind them.

    None of it reverses. A logistics park is not removed; a subdivision is not un-built; a utility corridor is not moved cheaply. Each step is fast and cheap to build and slow and expensive to undo. By late in the century the corridor that is open today is set solid, and a surface railway through it is no longer possible — only an elevated or tunnelled one, at a cost approaching ALTO’s.

    We put a number on what that closure would cost: roughly $42.6 billion, in a range of about $28 to $55 billion. It has three parts — farmland on the margin re-valued as developed land when it finally has to be bought ($2.6B); the jump from an at-grade build on open ground to elevated and tunnelled construction through built-up areas ($19.3B); and the value of the benefits lost during the decades of delay ($20.7B). The headline is that the cost of missing the window is about the same order as the cost of building the railway — and it is incurred by waiting, not by building.

    4.2 · The Route

    Take the speed the ground gives you

    Inside the Toronto–Ottawa–Montréal triangle the route has two parts. A spine of roughly 479 kilometres from Pickering Junction to Dorval, built and upgraded as a dedicated passenger route. And the Ottawa legs, about 200 kilometres of upgrades on track the public passenger operator already owns.

    In each stretch the line follows whichever existing corridor runs straighter — Highway 401 or the existing rail corridor — sitting beside it rather than on it, separated from road traffic throughout. The two run roughly parallel for most of the way, so the ground the railway follows is already a transport corridor rather than open farmland. No major tunnels, and only a limited number of viaducts.

    The reversal at the heart of the chapter

    ALTO fixes the speed and lets it dictate the route — which is exactly how the corridor came to be closed off. HPR does it the other way round: it takes the highest speed each stretch of corridor already offers, up to a 240 km/h ceiling, and never buys speed the ground does not give away free.

    Where the ground is generous, the trains go fast

    The dead-straight run along the St. Lawrence from Brockville to Cornwall, the riverside stretch to Coteau, the inland 401 across the Napanee plain — all support 240 km/h with routine curve easing alone.

    Where it isn’t, they go slower

    Through the Frontenac Arch, where the line follows the least-bad path the 1850s builders found through the Shield, and on the tight approaches through Durham and into Montréal, trains simply run slower. Buying speed there would mean buying tunnels, viaducts and a new right-of-way.

    One consequence matters for the costing: the whole spine is priced at the 200 km/h standard — conventional structures, curves near 1,900 metres. The stretches that can run faster are a bonus in service, not an extra cost to build. The cost model never pays for speed the corridor gives away.

    4.3–4.6 · The Cost

    What it would cost, and what we commit against

    The spine is priced two ways, and the difference between them is the discipline this whole report is built on.

    FigureWhat it means
    $19.0 billion
    as specified — about $40M per km
    What the 479 km diesel spine costs if everything goes to plan, grade separations included.
    $26.1 billion
    de-biased — about $54M per km
    What comparable projects have actually cost when things didn’t go to plan. This is the figure to commit against — not because this project is expected to overrun, but because comparable ones reliably have.
    +$3.1 billion
    electrification
    A separately priced option that can be deferred, rather than a fixed requirement. The line opens on diesel and electrifies when demand warrants.

    Adjusting for the record is not pessimism. The as-specified figure is what the corridor costs if everything goes right; the adjusted figure is what similar projects have actually cost when it didn’t. Committing against the second is the discipline ALTO never applied to itself.

    Why deferring electrification matters more than it sounds

    Eastern Ontario’s electricity system is already under active capacity assessment — the system operator is testing whether the existing grid can meet ordinary demand growth over the next two decades before any railway load is added. A 300 km/h electric line is a heavy new customer on exactly that system, and its electric design makes that load mandatory and up front.

    A diesel-first railway opens on the traction it carries with it. Electrification — lighter in any case at 200 km/h — follows once the grid has headroom and the ridership justifies it. The railway’s opening is not tied to the grid’s expansion timetable.

    Cold climate cuts the same way. Leda clay, karst and freeze–thaw are real hazards, and the international record shows what they can do: China’s Harbin–Dalian line ran about 25% over budget and carried a multi-year frost-heave speed restriction. But that is a 300 km/h record. At 200 km/h the tolerances are far more forgiving, and frost heave that would force a speed restriction on a high-speed line is a maintenance item on a slower one. The lower design speed buys a smaller penalty.

    4.7 · The Comparison

    Three and a half times the price per kilometre

    The chapter’s figures resolve into a single comparison. Measured the same way, the HPR spine costs about $40 million per kilometre. ALTO costs about $142 million per kilometre. Two railways, the same corridor, the same cities — one priced at roughly three and a half times the other for every kilometre of route.

    The gap splits roughly one-third engineering, two-thirds friction. About 35% is engineering complexity: a 300 km/h line across open country with its tunnels, viaducts and fresh cut through difficult ground, against a 200 km/h build that needs no major spine tunnels. The other 65% is corridor friction: the consultation, land-tenure and political burden of a new corridor, against a route that asks far less of the land and the people it crosses. The gap is not the product of one assumption. It is about a third from how the line is engineered and two-thirds from where it is put.

    RailwayCost per kilometre
    TGV Paris–Lyon~$26M — flat, low-friction early French high-speed line
    Tokaido Shinkansen~$35M — dense, high-utilisation Japanese line
    HPR spine~$40M — among the most efficiently delivered railways in the international record
    ALTO~$142M — above the international range
    4.8 · Journey Time

    What the speed difference actually buys

    Speeds are only interesting for what they add up to. Toronto Union to Montréal’s Gare Centrale, on an express stopping once at Kingston, works out at a little over three and a half hours.

    ServiceToronto–Montréal journey time
    VIA Rail today~5h00 — scheduled service on shared freight track
    VIA HFR base case, 177 km/h3h59–4h19 — the only journey time ever actually simulated for this corridor
    HPR express, Kingston stop~3h32 — estimated from segment speeds and corridor geometry
    ALTO, 300 km/h3h07 — ALTO’s published figure, a spreadsheet estimate rather than a simulation

    One caution and one conclusion. The caution is that our figure is an estimate of the same kind as ALTO’s — distance divided by speed, with allowances. Neither has been simulated, and we say so.

    The conclusion is that the honest gap between the two railways is about twenty-five minutes, and about nineteen against a non-stop run. ALTO buys that quarter of an hour at roughly three and a half times the capital cost per kilometre.

    Toronto–Ottawa works out at about 2h55 — the spine as far as Brockville, then the upgraded Ottawa leg — against roughly four and a quarter hours today. And the towns along the route gain proportionally more than the endpoints do, because they start from a slower and less frequent service: Cobourg in under an hour, Belleville in about 1h20, on a regional train calling at every station.

    4.9 · The Long View

    What the corridor is in 2125

    A rail corridor is not a project. It is an asset that lasts a century, and the decision taken now is the corridor the region lives with long after today’s arguments about cost and timetable are forgotten. The right test of a route is not only what it costs to build this decade, but what kind of corridor it leaves to the people who inherit it.

    That is why the questions in this chapter matter most. They are the irreversible ones. The trains, the traction and the timetable can all be changed later. The route cannot.

    Chapters 5 through 8 take these figures forward — into the environmental and community comparison, the ridership modelling, the operating economics, and the full cost-benefit and financial analysis.

  • Which trains stop in kingston

    Which Trains Stop in Kingston?

    A probable station, an unpublished route, and the conditions Kingston City Council actually set.

    ⚠ New Statement: ALTO CEO on a Kingston Stop

    On 22 July 2026, ALTO chief executive Martin Imbleau told CBC Radio’s Ottawa Morning that Kingston will probably receive a station, citing demand — It’s doable, the ridership is very strong — because Kingston is a large community. In the same interview he said that most ALTO trains would pass through Kingston without stopping, along with Laval and Trois-Rivières, in order to preserve express service between the larger cities. CBC News

    No alignment has been published for the segment that would carry the station. ALTO has said the Montréal–Ottawa route goes to public feedback this autumn, with the Toronto–Ottawa segment — the one containing Kingston — to follow.

    Critical Finding

    The two statements cannot both carry the weight assigned to them. If Kingston’s demand justifies building a station, it justifies serving it; if the timetable cannot absorb the stop, something other than the ridership case is driving the decision. But the more consequential question is not whether Kingston receives a platform. It is how many useful trains Kingston has the day the line opens, counting both operators — and on that question the announcement is silent.

    Kingston City Council’s support is not unconditional and never was. Resolution 2026-73, adopted 17 February 2026 by a vote of 9–2, makes support for a southern route contingent upon development along the Highway 401 corridor around the South Frontenac and Kingston region and on a new stop being added in Kingston. It further asks that the route and stop sit as close to the urban core as possible, and resolves that if there is no station in Kingston, council formally opposes the southern route. Of these, the 22 July statement addresses one, provisionally. The 401 contingency and the urban-core request are not addressed at all.

    Meanwhile the service Kingston already has is exposed from the other direction. Transport Canada’s 2025–26 estimates record funding to support the planning and eventual transfer of VIA Rail’s Québec City–Windsor corridor operations to the private partner. More than 80 per cent of VIA Rail’s revenue comes from that corridor. A station served by a minority of ALTO trains, combined with a thinned conventional service on the existing line, can leave Kingston with fewer useful daily trains than it has today.

    The Arithmetic

    What an intermediate stop costs at 300 km/h

    A station call on a high-speed line is expensive in a way that is easy to underestimate. The train must decelerate from line speed, dwell at the platform, and accelerate back to line speed. On comparable systems the round-trip cost of a single intermediate stop is on the order of four to six minutes, before any allowance for the slower alignment geometry often required to reach a city-centre location.

    That penalty falls on every through passenger, on every train that stops. Because the project’s commercial proposition is journey time between the anchor cities, the timetable resolves the conflict in the predictable direction: the stop is retained, and most services are routed past it. This is what the chief executive described on 22 July, and it is a rational operating decision given the design speed.

    What it does not resolve is the capital exposure. The station, its platforms and approach works, and whatever alignment concession is required to bring the corridor within reach of Kingston are paid for in full, irrespective of how many trains call. A station served by a minority of services carries close to the full cost of one served by all of them while delivering a fraction of the utility. The frequency a passenger actually experiences — not the presence of a platform — determines whether a station changes travel behaviour.

    This is not an argument that Kingston should be excluded. It is an argument that a stop and a useful service are different commitments, and that only the first has been signalled.

    The Municipal Record

    What Kingston City Council actually resolved

    9–2
    council vote adopting Resolution 2026-73, as amended
    17 February 2026, meeting 2026-06
    33
    weekly Kingston stops the deferred VIA express pilot would have removed
    September 2025 proposal
    2029
    end of the development phase, after which the federal government decides whether to proceed
    ALTO briefing to council, February 2026

    In March 2025, on a motion from the mayor, Kingston City Council voted unanimously to withdraw its support for ALTO. The stated grievance was the change from VIA Rail’s earlier High Frequency Rail proposal, under which Kingston was to have been a regional hub.

    On 17 February 2026, council reversed that position. Senior ALTO representatives briefed council that evening, immediately before the vote. Eight delegations spoke to the motion — among them Queen’s University, Kingston Health Sciences Centre, the Downtown Kingston Business Improvement Area, Kingston Accommodation Partners and the Corridor Train Alliance; the minutes record none opposed. A motion to defer consideration to the March meeting was lost 3–8. Resolution 2026-73 then carried as amended, 9–2, with Councillors Glenn and McLaren opposed.

    The adopted text is more specific than the public discussion of it has generally been. Its four operative clauses:

    Clause 1 — the request

    Calls on the federal Minister of Transport to enhance ALTO’s mandate to include the addition of a Kingston stop on the proposed ALTO High-Speed Rail Southern Route between Peterborough and Ottawa.

    Clause 2 — the contingency

    Expresses support for a southern route contingent upon development along the Highway 401 corridor around the South Frontenac and Kingston region, and provided there is a new stop added that is in Kingston.

    Clause 3 — the location request

    Requests that the southern route and planned stop be located as close to the urban core of the city as possible.

    Clause 4 — the trigger

    Resolves that if there is no station in Kingston, council formally opposes the creation of the ALTO southern route as one that would bypass Kingston and offer no benefit to the city or Eastern Ontario.

    Clauses 1 and 2 do not describe the same corridor. The first asks the Minister to add a stop to the proposed southern route — the alignment already on the table, which despite its name still passes north of the city, and on which a station would sit roughly 25 to 30 minutes by road from downtown Kingston. The second makes support conditional on a Highway 401 alignment. The 401 contingency entered by amendment (carried 8–3); a second amendment (10–1) softened clause 2’s endorsement of the existing route, and left clause 1 as drafted.

    The word “southern” has caused some confusion locally. It describes a route that is southern relative to the Havelock alignment through Peterborough — not one that approaches the lakeshore or the existing rail corridor through Kingston. The practical question for the city is therefore not downtown versus not-downtown. It is whether a Kingston station would be co-located with the existing VIA Rail station, inside the city and inside the existing network, or built new on the far side of it.

    That is the inconsistency the two dissenting councillors identified on the night. Their objection was that language open to interpretation would be interpreted by others, and that Kingston risked breaking faith with South Frontenac Township — whose own council had days earlier opposed the line through the township and backed a route through Kingston instead.

    “The details do still matter.”Councillor Conny Glenn, on the February motion — reported in The Kingston Whig-Standard, 18 February 2026

    Five months later, ALTO can satisfy clause 1 without satisfying clause 2. A probable stop on the existing proposed southern alignment answers the request while leaving the contingency untouched — and nothing said on 22 July distinguishes between them.

    What Resolution 2026-73 conditions support onWhat the 22 July statement provides
    A new stop in Kingston (clauses 1, 2 and 4). Absent one, council formally opposes the southern route. A station described as probable, three years ahead of the federal decision on whether the project proceeds at all.
    Status Signalled, not committed
    Development along the Highway 401 corridor around the South Frontenac and Kingston region (clause 2) — the express contingency on which support rests. Not addressed. The Toronto–Ottawa segment is third in ALTO’s publication queue and has not been released for feedback.
    Status Not addressed
    Route and stop as close to the urban core as possible (clause 3). Not addressed. On the currently proposed southern alignment, which passes north of the city, a station would sit some 25 to 30 minutes by road from downtown and outside the existing rail network.
    Status Not addressed
    Service levels. Not addressed in the resolution, though its recitals rest on Kingston’s established rail demand and on a stop enabling meaningful shifts from passenger vehicles. Most trains would pass through without stopping. No daily calling frequency has been stated.
    Status Unstated on both sides

    The resolution was circulated to the Prime Minister, the Minister of Transport, ALTO’s chief executive, area MPs and MPPs, the Mayor of South Frontenac, and the Eastern Ontario Mayors’ and Wardens’ Caucuses. Its conditions are on the record with every party who would need to honour them.

    The Other Half of the Equation

    A new station is a gain only if the service Kingston has survives

    Transport Canada’s 2025–26 estimates record funding to VIA Rail to support the planning and eventual transfer of its Québec City–Windsor corridor passenger services to the private partner. That transfer is stated federal intent, not conjecture. More than 80 per cent of VIA Rail’s revenue and more than 90 per cent of its passengers are in that corridor.

    The consequence for Kingston follows directly from ALTO’s own numbers. The project’s ridership forecast depends substantially on diverting existing corridor rail passengers — travellers who, by definition, stop buying VIA tickets. The economics of the Kingston Subdivision would then rest on intermediate-point traffic alone, having lost the end-to-end market that carries them. Either frequencies fall, or subsidy rises, or both. This is an observation about the project’s arithmetic, not an accusation about anyone’s intentions.

    The commercial logic has already been demonstrated once

    In September 2025, VIA Rail announced a pilot running four daily trains non-stop between Montréal and Toronto, bypassing intermediate Eastern Ontario communities. For Kingston it would have removed 33 weekly stops and the first five morning departures, leaving an 11 a.m. first eastbound train and making same-day travel impractical. Kingston, Belleville and Napanee councils passed motions opposing it. It was postponed on operational constraints with CN — not withdrawn — and VIA stated it would continue pursuing direct Montréal–Toronto service.

    The same reasoning, ten months later, from the other operator

    What ALTO’s chief executive described on 22 July is the same commercial logic, applied to the same city, by operators whose corridor business is slated to converge under the transfer. Kingston’s downside case is not speculative. It was tabled ten months ago, quantified, and shelved rather than abandoned.

    The arithmetic Kingston should be doing is net

    A platform served by a minority of ALTO services, combined with a thinned conventional service on the existing line, can leave the city with fewer useful trains than it has today — while being announced as a gain. No party is presently negotiating the second half of that equation, and Resolution 2026-73 does not address it.

    The View From a Supporter of the Project

    A long-standing advocate for high-speed rail reaches the same conclusions

    On 15 July 2026, Transport Action Canada wrote to the Minister of Transport about the Kingston alignment; the letter was published by the organisation’s Ontario division on 22 July — the same day as the chief executive’s remarks. Transport Action Canada describes a decades-long record of advocating for high-speed rail in this corridor and welcomed the federal commitment to build it. Its letter is not an objection to the project. It is a warning about how this station is being contemplated, and its lead condition is that any ALTO stop in Kingston be co-located with the existing VIA Rail station.

    Access time cancels the time saving

    Transport Action Canada’s position is that any Kingston station must be co-located with, and fully integrated into, the existing VIA Rail network. Sited instead on ALTO’s currently proposed southern alignment — which they put at approximately 25 to 30 minutes by road from downtown Kingston — it would, in their assessment, likely fail to generate the anticipated ridership and modal shift, because the time spent reaching the station negates the journey-time advantage the line exists to deliver.

    The net effect on both operators

    The same letter states that such a station would divert passengers from VIA Rail, reducing ridership on existing services and increasing VIA Rail’s operating subsidy requirements — what the organisation calls a lose-lose scenario for both services. This is the net-frequency problem set out above, reached independently by an organisation that wants the project delivered.

    Existing corridors before new right-of-way

    The letter closes on the alignment question directly: of the two existing rights-of-way between Montréal and Toronto, one remains largely suitable for high-speed operation while the other could accommodate redirected freight if track capacity were restored. Every opportunity to use existing corridors, it argues, should be explored before undertaking the cost and disruption of an entirely new right-of-way. The letter also notes that the economic rationale and business case for the selected project — including the long-promised Joint Project Office report — have still not been published.

    Read alongside Resolution 2026-73, the letter sharpens what Kingston should be asking for. Council’s condition was a station; the more exacting question is which station — one that joins the network the city already uses, or one that starts a second, thinner network beside it.

    The Design Question Underneath

    “We cannot stop in all the communities” is a choice, not a constraint

    Asked about a possible stop at Smiths Falls, ALTO’s chief executive said VIA Rail remains an option for smaller communities, and that the project cannot serve every community if it is to remain fast and economical.

    The first half of that answer describes a two-tier corridor whose lower tier has no identified funder, no committed frequency, and no infrastructure pathway. The communities on that lower tier — Oshawa, Cobourg, Port Hope, Trenton Junction, Belleville, Napanee, Kingston, Gananoque, Brockville, Cornwall, Dorval — have, with one exception, no viable airport. For most, conventional rail is the only intercity connection to healthcare, post-secondary institutions and economic centres.

    The second half is presented as a constraint of physics. It is better understood as a consequence of a design choice. The number of communities a corridor can serve is a function of its design speed: the higher the speed, the more costly each stop becomes in schedule terms, and the fewer stops the business case will tolerate. A 300 km/h line is committed to skipping intermediate cities. A 200 km/h line is not.

    That is the case for High Performance Passenger Rail as an alternative approach — a lower design speed permitting intermediate communities to be served on the fast network itself, rather than skipped and then handed back to a legacy service whose future funding no one has described. It produces a slower headline journey time between Toronto and Montréal, and a materially better network for the roughly one million people living between them.

    Implications for autumn 2026

    What could still be settled before the Toronto–Ottawa route is published

    ALTO has stated that the Montréal–Ottawa alignment goes to public feedback this autumn, with the Toronto–Ottawa segment to follow. Kingston’s window to convert a signalled station into a specified one closes when that segment is published, not when it is built. The outstanding items divide into two categories.

    Within ALTO’s authority to answer now

    Whether the 401 contingency is being met Council’s support rests on development along the Highway 401 corridor around the South Frontenac and Kingston region. Confirming whether the segment under study satisfies that condition is a disclosure, not a study.
    Station location, co-location and access time Where the station would sit, whether it would be co-located with and integrated into the existing VIA Rail station, and the door-to-door journey time from downtown Kingston.
    Daily calling pattern at opening How many services call in each direction, and what commitment exists that the pattern survives timetable optimisation after opening.
    Station capital cost and its treatment The cost of the station and its approach works, and how it is carried in the business case.

    Requires a federal decision

    Conventional service after the corridor transfer What service operates on the existing Kingston Subdivision once corridor operations transfer, at what frequency, funded by whom, and under what protection. This sits with Parliament and the Minister, not with ALTO.
    Net frequency guarantee A commitment that a new station is additive to, not substitutive for, existing service — the demand advanced against the September 2025 express pilot, which applies unchanged to the pattern now described for ALTO.
    Whether the project proceeds at all The development phase runs to 2029, after which ALTO reports to the federal government and the decision to continue is taken. Every commitment discussed above is made in advance of that decision.
    Where things stand · July 2026

    Summary ledger

    Measured against the conditions Kingston City Council itself set:

    Signalled
    A new stop in Kingston. Described as probable by ALTO’s chief executive on 22 July 2026. No decision has been confirmed, and the mayor has said as much.
    Not addressed
    The Highway 401 contingency. Council’s support is expressly conditional on development along the 401 corridor around the South Frontenac and Kingston region. Nothing said on 22 July speaks to alignment.
    Not addressed
    Proximity to the urban core, and co-location. Whether a Kingston station would join the existing VIA Rail station and network, or be built new outside the city on an alignment passing north of it, determines its catchment, its access time and its ridership. The statement does not distinguish them.
    Contradicted
    Service frequency. The ridership justification and the express-running plan point in opposite directions. No daily calling pattern has been stated.
    Not addressed
    Conventional service after the corridor transfer. Frequency, funder and protection all unstated, on a line whose revenue base ALTO’s own forecast is designed to divert.
    Not addressed
    Net useful services. Whether Kingston has more usable daily trains after opening than before, counting both operators, is the only measure that answers the question residents are actually asking.
    Deferred
    The project decision itself. The development phase runs to 2029; the federal government decides afterwards whether to proceed.

    None of these questions presumes the project fails. Each asks only that the analysis behind the statement be disclosed — and, in the case of the 401 contingency, that a condition Kingston placed on its own support be answered before the Toronto–Ottawa alignment is fixed. Until then, what has been announced is an intention, not a service.

    Sources

    Primary documents and statements

    1.
    CBC News, “Kingston probably getting high-speed rail stop, says Alto CEO,” 22 July 2026 — interview with Martin Imbleau, CBC Radio Ottawa Morning. cbc.ca
    2.
    City of Kingston, Council Meeting Minutes 2026-06, 17 February 2026 — Resolution Number 2026-73, “Support for Alto High Speed Rail Southern Route, as Amended,” carried as amended 9–2; amendment votes 8–3 and 10–1; deferral motion lost 3–8; ALTO briefing and delegations recorded. cityofkingston.ca
    3.
    Elliot Ferguson, “Kingston city council supports a southern high-speed rail route,” The Kingston Whig-Standard, 18 February 2026 — contemporaneous report of the council debate and the dissenting councillors’ objections. thewhig.com
    4.
    Christena Lawrie, “Council votes to withdraw support for federal high speed rail project,” CFRC / Local Journalism Initiative, 13 March 2025 — unanimous withdrawal of support, and the regional hub commitment under the earlier High Frequency Rail proposal. cfrc.ca
    5.
    Kingstonist, “South Frontenac says no to high-speed rail line through township,” February 2026. kingstonist.com
    6.
    Transport Canada (2025–26). Supplementary Estimates: High-Speed Rail Initiative — funding to VIA Rail supporting the planning and eventual transfer of Québec City–Windsor corridor services to the private partner. tc.canada.ca
    7.
    Transport Action Canada, “VIA Rail launches Montréal–Toronto express trains but cuts service to lakeshore cities,” September 2025. transportaction.ca
    8.
    CBC News, “Via Montreal–Toronto pilot that skipped eastern Ontario postponed,” 29 September 2025. cbc.ca
    9.
    Kingstonist, “Pilot Pains: VIA Rail insists Kingston will remain among ‘best served’ cities in country,” 31 October 2025 — Belleville and Napanee council motions. kingstonist.com
    11.
    Tariq Khan, President, Transport Action Canada — letter to the Honourable Steven MacKinnon, Minister of Transport, “Re: Alto Kingston Alignment,” 15 July 2026. Published by Transport Action Ontario as “General Support for Alto Kingston Alignment, but Concerns Exist,” 22 July 2026. ontario.transportaction.ca   letter (PDF)
  • Introduction: What is HPR

    Coalition for Better Rail · ALTO HSR Citizen Research Initiative · The HPR Research Report

    What is HPR?

    An alternative built around the journey people actually take — not the top speed on the brochure.

    High Performance Rail (HPR) is a plan to modernise passenger and freight rail along a corridor that already has track. Instead of one brand-new high-speed line built from scratch, HPR treats the whole corridor as a single system and asks what the smartest fix is for each part. That means new track where new track earns its place, upgrades to existing lines where they deliver more per dollar, and added freight capacity so passenger and freight trains can each run to their own schedule. The goal is a trip that beats driving door to door, reaches city centres and the towns in between, and gets built in affordable stages.

    Download
    What is HPR? — Introduction (PDF)
    The HPR framework in full: the three-part structure, the 10 Guiding Principles, and the case for a made-in-Canada alternative to greenfield high-speed rail
    Download PDF
    The Framework

    Three parts, one corridor strategy

    HPR is not one thing but a whole-system approach with two working halves. It combines a passenger spine and a freight dimension into one corridor strategy, assessed together and built step by step, so each mode can grow on its own terms instead of being forced onto the other’s infrastructure.

    Three names for three things, used consistently across this report. The corridor is the Toronto–Québec City route Alto proposes. The triangle is the Toronto–Ottawa–Montréal network HPR proposes in its place. The spine is the 479-kilometre Pickering Junction to Dorval element of that triangle, on the Toronto–Montréal axis, which is where the new-build cost concentrates. Where a chapter names one of the three, it means that one.

    HPR — High Performance Rail · the framework

    The whole-system approach. HPR combines the passenger spine and the freight side into one corridor strategy, assessed together and delivered in stages.

    HPPR — High Performance Passenger Rail · the spine

    The physical passenger railway. New-build and grade-separated where the corridor requires it, engineered to run reliably across a 177–240 km/h band, with 240 km/h (150 mph) the alignment’s design maximum, serving downtowns and the communities along the route.

    HPFR — High Performance Freight Rail · the freight dimension

    The capacity that separates freight from passenger obligations. Freed from passenger schedules, freight can run to a more flexible timetable and operate longer trains. Those are the levers that lower a railway’s operating ratio, so each mode can grow without crowding out the other on shared track.

    The 10 Guiding Principles of HPR

    What HPR is built on

    01
    Look at the whole system. Treat the rail network as one system rather than a set of separate projects, and respect the different business models freight and passenger operations run on. Avoid a single project that monopolises the funding and starves the many smaller improvements that would together deliver more.
    02
    Build for communities. Make sure the towns along the route benefit from the railway, not just the big cities at each end. A railway that brings those places in rather than bypassing them meets less local opposition, carries less political risk and, in the end, costs less.
    03
    Separate freight from passengers. Build the capacity to give each its own space, so neither has to run to the other’s schedule.
    04
    Go fast enough, not the fastest possible. Target speeds of 177–240 km/h. That is fast enough to compete with driving or flying door to door, without the cost of fully new, arrow-straight high-speed lines. A 240 km/h maximum is also the more practical option in extreme Canadian heat and cold (±30 °C).
    05
    Make the ride safe, comfortable and useful. Grade separation and modern rolling stock make rail among the safest ways to travel, and generous space lets passengers work, rest or talk on the way. Time on the train is usable time, which driving can never offer.
    06
    Be frequent and on time. Compete on turn-up-and-go frequency and dependable punctuality, with on-time performance above 90% sustained through Canadian winters. Reliability, not peak speed, is what earns a traveller’s trust.
    07
    Reach downtowns and smaller towns. Put stations in city centres and serve the communities along the route, not only the two endpoints.
    08
    Mix new construction with upgrades. Use whichever delivers more value for the money: new track, or improvements to what is already there.
    09
    Share the tracks. Let regional, commuter and intercity trains use the same tracks, with freed freight capacity as a deliberate co-benefit.
    10
    Build it in stages. Invest where the benefits can be demonstrated, phasing improvements so each stage earns its place, instead of concentrating all the cost and risk in one megaproject.
    How HPR Differs

    A North American solution

    The defining difference is what the railway is optimised for. A design that chases 300-plus km/h commits, almost by necessity, to a new greenfield alignment: long straight sections, wide curves, and bypasses that route around the very communities and city centres a passenger service exists to reach. The speed gained on open track is paid back in access time, capital and carbon.

    HPR takes the opposite approach. By accepting typical speeds of 177–240 km/h, it can follow the existing corridor, upgrade what already works, and go straight into downtowns, all while freeing up capacity for freight. The result is competitive door to door at a fraction of the capital exposure, in stages that can be re-scoped as the evidence matures.

    It is also a difference of origin. A greenfield high-speed line is essentially an imported design. The French passenger-rail model was built for a temperate, densely settled country on a network that carries no freight. North American railroading is the opposite: freight-dominated, shared-track, and tested by hard winters and long distances.

    HPR is engineered for those conditions — made in Canada, for Canadian ones. It builds domestic expertise that transfers to later Canadian projects rather than importing it. HPR is best understood not as a slower high-speed railway but as a different answer for a different continent. The question it sets out to answer is this: how do you move the most people and freight, to the most useful places, at prices that compete with driving, for the most defensible investment at the lowest risk?

    Travel Time, Not Speed

    The clock, not the speedometer

    A journey is not a single dash between two stations. It is a chain: getting to the station, waiting for the departure, the run itself, and then getting to the final destination at the far end. Top speed touches only one link in that chain. Once the time at both ends is counted, the run itself is a fraction of the door-to-door total, and shaving it returns less and less. The gap between 240 and 300 km/h saves minutes on the segment that is already the smallest part of the trip.

    Worse, the alignments that allow the highest speeds tend to push stations out of city centres. That adds time at both ends, which can outweigh whatever the faster run saved — so a train that is quicker on paper can be slower in practice. Frequency compounds the point: a train leaving soon beats a faster one you have to wait an hour to board.

    The measure that matters

    Over a corridor drive of some 540 kilometres, the car is the real competitor. Measured the way travellers actually experience the journey, what counts is the reliable door-to-door clock — not the number on the fastest stretch of track.

    The Price Lever

    Pricing for a car-centric market

    In a car-centric country, the railway’s real competitor is not the airplane or the existing train. It is the private car. Against a car someone already owns, a trip is judged on the fairly small extra cost of just driving it. That makes price the most direct lever on whether people switch.

    A line built at megaproject cost has to recover that capital somewhere. Fares set to service debt push budget-conscious travellers straight back into their cars, hollowing out the very ridership the business case assumed. HPR’s lower capital cost is therefore not only a fiscal virtue but a demand strategy: a railway that costs less to build can price to fill trains rather than to service debt.

    Frequency, downtown access and reliable door-to-door times create the conditions for people to switch. Price is what converts them into boardings — and where most trips default to the car, the fare is often the difference between a full train and an empty one.

    What HPR Is Not

    Neither political, nor all at once

    HPR is not a political project. Its route, its staging and its scope follow the evidence — engineering, economics and demographics — not political convenience or partisan preference. Where a claim cannot be grounded in that evidence, it is not made.

    Nor is it everything at once. Stage 1, the scope of the current report, is deliberately limited. It does not detour via Peterborough, it reaches Ottawa over upgraded existing lines rather than costly new-build, and it leaves Québec City to a later stage. Each further stage is added only when the evidence and the need justify it.

    The Pitch

    A case built to be checked

    HPR does not ask to be believed. It asks to be checked. Every figure in its case is meant to be traced to a source, tested against what comparable projects actually cost and carried, and stated with its uncertainty rather than at its best case. Where a promotional business case leads with a single confident number, HPR leads with a range and the reference class behind it. The honest way to forecast a railway is from the record of railways already built, rather than from a proponent’s own projections for the one not yet built.

    The result is a stronger case, not a softer one. Compared with a conventional greenfield high-speed line, HPR offers four things:

    Passengers
    A service that beats driving on door-to-door time, for a fraction of the cost of a from-scratch high-speed line.
    Freight
    Upgrades that help freight operators instead of competing with passenger trains for track space.
    Delivery
    Benefits that arrive in proven stages, each one demonstrated before the next is committed.
    Whole life
    A cost and environmental picture that improves, rather than worsens, once the entire lifespan of the asset is counted.

    None of that needs an optimistic ridership forecast or heroic cost control to stand up. That is the pitch: not the fastest railway that can be drawn on paper, but the one that will actually get built, get used, and pay its way.

  • Winter, Ice and the Weather Envelope

    ALTO HSR Citizen Research · Technical Brief

    Wind, Ice & the Weather Envelope

    Winter snow is not the only weather that shapes a high-speed railway. The faster a line is built to run, the more it must spend to stay reliable when the weather turns — and the government’s own record shows this question was raised, and left unanswered.

    ⚠ On the record: the speed-in-winter question was answered in 2020

    An October 2020 Ministerial Briefing, released under the Access to Information Act, found that the government’s advisers could not identify any high-speed rail system that operates at 300 km/h in −30 °C conditions. The only cold-climate comparator they identified — China’s Harbin–Dalian line — reduces speed from 350 km/h to 250 km/h in winter. The finding was briefed to ministers more than four years before the project was announced. ATIA A-2024-004

    In June 2026, the tabled government answer to a Parliamentary question on winter-weather readiness confirmed that, “at this point in the design process,” Alto has not commissioned a comparative freezing-rain, snow, or ice assessment, nor a full winter-weather cost analysis, and that its freezing-rain reliability targets are “currently in development.” Sessional Paper 8555-451-1191

    Why this brief

    High-speed rail runs successfully in some of the world’s harshest weather — but never for free, and never without operating rules that slow or stop trains when conditions demand it. Every mature operator lives inside a “weather envelope”: the range of conditions in which full-speed service is safe. Crosswinds, tornadoes, freezing rain, and heat all sit at its edges.

    Because wind forces grow with the square of speed, and because cold, ice, and heat mitigation all cost more the faster and longer the line, the decisive question is not whether high-speed rail can run here. It is how fast the line should be designed to run, and whether the weather-hardening that speed requires has been counted. This brief draws on published engineering research, the operating experience of networks in Japan, China, and Europe, and the project’s own record released under the Access to Information Act. It is not an argument against high-speed rail.

    300 km/h
    the speed Alto advertises — “even in winter”
    Alto promotion, Feb 2026
    250 km/h
    winter speed of the only cold-climate HSR comparator identified (Harbin–Dalian)
    Ministerial Briefing, Oct 2020
    2020
    the year the government’s advisers flagged the 300 km/h cold-weather limit — over four years before the project was announced
    Ministerial Briefing, Oct 2020
    Download
    Weather & the Speed Decision (PDF)
    Crosswind, tornado, and freezing-rain reliability analysis, with the documented record
    Download PDF
    On the Record

    The question was examined internally — and never reconciled in public

    This is not only an inference from international experience. Documents released under the Access to Information Act show the federal government examined exactly this question years before the project was announced — and in June 2026 the government confirmed to Parliament that Alto has not yet commissioned either a comparative winter-weather assessment or a full winter-weather cost analysis.

    What is advertisedWhat the record shows
    “300 km/h or more. Even in winter.” Alto’s public promotion assumes consistent 300 km/h running, and the advertised journey times depend on it. The October 2020 Ministerial Briefing found no HSR system was identified that operates at 300 km/h in −30 °C. The only cold-climate comparator, Harbin–Dalian, reduces 350 → 250 km/h in winter.
    Reliability is “designed into every kilometre,” with “heated switches to de-icing systems.” The June 2026 answer confirms that, “at this point in the design process,” Alto has not commissioned a comparative freezing-rain / snow / ice assessment or a full winter-weather cost analysis; reliability targets for freezing-rain conditions are “currently in development.”
    A 300 km/h specification is presented as the project’s baseline. The May 2025 Corporate Plan contains no cold-climate operating standard, and the 2020 finding has never been publicly addressed.

    Two further items on the record bear directly on the speed choice. First, the procurement was structured as a speed comparison: each of the three bidders was required to submit both an enhanced-conventional option (up to 200 km/h) and a high-speed option (300+ km/h). A slower, cheaper design was therefore a live, formally-evaluated alternative — not a hypothetical. Second, the 2011 EcoTrain feasibility study of a Windsor–Quebec City high-speed service concluded that the full Québec City–Windsor corridor would not be financially viable on a standalone commercial basis and would require substantial public funding — though it found the Montréal–Ottawa–Toronto segment could generate net economic benefit. When a corridor’s commercial case is that fragile, avoidable cost — including over-specifying speed and the weather-hardening it demands — matters more, not less.

    Why this matters for speed and cost

    The gap is now a matter of record. The government’s own briefing established that 300 km/h has not been demonstrated in extreme cold, and that the nearest cold-climate line runs slower in winter — yet the advertised journey times assume full speed year-round, and Alto has confirmed it has not commissioned the comparative assessment or full winter-weather cost analysis that would test the assumption. A lower-speed option was on the table and formally costed. That is precisely the speed-and-cost question this brief is about, and it remains open.

    Wind & Crosswind

    The everyday wind risk is overturning — and it scales with speed

    For a high-speed train, the routine wind hazard is not a dramatic storm but a strong steady crosswind catching the train side-on. Aerodynamic side and lift forces rise with the square of the combined train-and-wind speed, so a lighter modern trainset at line speed becomes sensitive to winds that would barely trouble a slower, heavier train. The failure mode that governs design is overturning, not wheel-climb derailment.

    The threshold is closer than it looks

    In one published dynamic simulation, a high-speed vehicle running at 300 km/h overturned when the crosswind reached roughly 24 m/s (about 86 km/h) — a strong gale, but far short of tornado strength. Chinese railway practice treats an overturning coefficient above 0.8 as the danger threshold, and the overturning coefficient in these conditions typically runs about twice the derailment coefficient. Crosswind-induced overturning has been blamed for derailments in China, Japan, Belgium, and Switzerland.

    The speed lever

    Because the force grows with the square of speed, a line designed for 300 km/h is markedly more wind-sensitive than one designed for, say, 250. A higher design speed means the safe crosswind threshold is crossed more often — so a faster line needs more wind fencing, more sensor coverage, and lives with more frequent speed restrictions. Exposure is also geometry: viaducts and high embankments are the danger zones, cuttings and tunnels are sheltered, and running fast across open, elevated country is the most demanding combination of all.

    The mitigation is well proven — anemometer networks feeding automatic speed control, backed by physical wind barriers on exposed stretches. After a December 2005 derailment on the Uetsu Line, Japan’s JR East revised wind-based speed limits system-wide and installed windbreak fences and a strong-wind warning system; porous barriers can cut a train’s crosswind response by around a quarter. China’s Lanzhou–Xinjiang line runs long wind-fenced sections through the Gobi’s windy zones. None of it is free, and the bill rises with the speed being protected.

    Tornadoes

    Rare, extreme, and hard to see coming

    Tornadoes break the crosswind playbook, and it is worth being precise about why: they are managed by avoidance, not by building a train that can survive one. An EF2 tornado carries winds well above 180 km/h and EF3 higher still — far beyond the ~85–100 km/h band where overturning becomes likely. No practical trainset or wind fence keeps a train upright through a direct strike at speed.

    Detection is the hard part

    Fixed anemometer grids are calibrated for the prevailing winds that blow along the line. A tornado is a narrow, fast-moving, erratic feature that a line-side sensor network may never register before a train is in it — the opposite of the seismic case, where Japan’s earthquake system gets seconds of warning and automatically cuts power and brakes. Even a near miss throws trees and debris onto the alignment.

    The corridor sits in Canada’s tornado belt

    Most Ontario tornadoes are concentrated in a narrow corridor from Windsor to Ottawa and into parts of southern Quebec — the geography the proposed line traverses. Tornadoes up to F4 have been documented in the region; the 2018 National Capital outbreak produced a high-end EF3, and Canada records an estimated 230 tornadoes a year. The mainstream response is warning-triggered service suspension — hold the trains — not survivability engineering.

    In proportion, the tornado question is a genuine but low-frequency tail risk managed through hold procedures — the more dramatic hazard, but the smaller line item. Routine crosswind exposure, which shows up as everyday speed restrictions, is the larger and more quantifiable one.

    Freezing Rain

    Freezing rain is an electrical problem as much as a track problem

    Snow can be ploughed and blown clear. Freezing rain cannot — and its most serious target on an electrified line is not the rail but the overhead wire, the single power path for the whole train. Ice on the contact wire degrades the pantograph’s ability to collect current; it can flash over insulators, set the wire into large-amplitude “galloping” oscillations, and cause arcing — in severe cases, disconnection. Freezing rain is a recognised cause of equipment malfunction and delay wherever winters hover near 0 °C — precisely the St. Lawrence Valley profile documented in our Winter Weather analysis.

    The mitigation is real, proven, and continuous — which is another way of saying it is a permanent cost line. France’s SNCF illustrates the toolkit: electric switch heaters, resistive heating circuits that keep catenary above freezing, a fleet of de-icing “scraper” locomotives, and a hydrophobic anti-icing lubricant on the contact wire. China’s purpose-built cold line pairs catenary de-icing with turnout snow-melting and a dedicated snow-and-ice monitoring system. Freezing rain is beaten by equipment plus surveillance plus standing procedures — all carrying capital and maintenance cost that scales with the length of exposed line.

    And a second question: which de-icing method?

    Mitigating ice raises a choice with its own consequences. Alto’s own winter-operations material lists chemical de-icing using “glycol- or saline-based solutions,” while its June 2026 Parliamentary answer instead illustrates winter mitigation with electric methods — ice-breaking equipment and running high current through the catenary to melt ice. Glycol and chloride de-icers carry serious environmental constraints over the Frontenac Arch and Napanee karst, where contaminants can reach the aquifer before any collection point exists.

    As our De-Icing analysis sets out, that pushes the corridor toward electric heating as the primary de-icing technology on sensitive sections — effective, but a permanent energy and cost load. The freezing-rain problem and the environmental problem point at the same answer, and the same bill.

    Heat & Water

    The other ends of the envelope

    Summer heat and rail buckling

    Continuously welded rail expands in extreme heat and can buckle (“sun kink”). Operators manage this with real-time rail-temperature monitoring, heat-related speed-limit orders, and — in some networks — spraying track with water. A corridor with a >70 °C annual temperature swing, like the cold-climate reference lines, must design for both extremes at once.

    Heavy rain and flooding

    Intense rainfall drives washouts, embankment and slope failure, and landslides — which is why high-speed operators monitor rainfall and river levels alongside wind, and impose speed controls or shutdowns when thresholds are crossed.

    What It Costs

    Weather-proof is achievable — the reference projects show the price tag

    The strongest evidence that severe-weather high-speed rail works is also the strongest evidence that it is expensive and route-specific. Two reference cases are instructive.

    China · Harbin–DalianJapan · Shinkansen
    The world’s first alpine high-speed line runs through a −40 °C to +40 °C range. To beat frost heave, 70% of the line was built on viaduct and about 20% of the at-grade track was rebuilt before opening. Final cost ran roughly 25% over budget. It historically dropped to 250 km/h in winter and, even after resolving frost heave, runs a unified 300 km/h year-round — still below its 350 km/h design speed. Snow-related cancellations were cut from a 1976 peak of 635 to essentially zero since 1994 — but only through sprinkler systems, slab track, snow-removal teams, and undercarriage sensors, and delays of 10–20 minutes still occur in snow. A high-speed train has derailed in blizzard conditions (Akita, 2013, no injuries). Reliability is engineered; it is not free.

    The lesson is not that weather makes high-speed rail impossible — it plainly does not. It is that weather resilience is a design choice priced in both dollars and speed: a purpose-built cold line still ran over budget, and still ran slower in winter until the problems were solved. The faster the promised service, the steeper both penalties climb. That is why weather belongs inside the speed-and-cost decision, and why those figures should be visible in a public business case.

    And the cost-risk itself is unquantified

    The un-commissioned winter-weather cost analysis sits inside a capital estimate the government describes as preliminary. Asked in June 2026 for its estimate of the risk of Alto exceeding $90 billion, the government replied that it has no quantitative estimate of that likelihood, or of any overrun amount, because the cited $60–90 billion is “a preliminary, high-level planning range and not a final project budget.” Un-costed weather-hardening therefore sits within a capital range whose own overrun risk has not been quantified.

    Where things stand · July 2026

    The winter-weather accountability ledger

    Measured against what a defensible 300 km/h “even in winter” claim would require:

    Not shown
    A precedent for 300 km/h operation in extreme cold. The government’s own advisers could not identify one in October 2020; the nearest comparator reduces to 250 km/h in winter.
    Not commissioned
    A comparative freezing-rain / snow / ice assessment. Alto states it has not commissioned one “at this point in the design process.”
    Not commissioned
    A full winter-weather cost analysis. Alto states it has not commissioned one; winter costs are to be folded into operating-cost estimates instead.
    Absent
    A cold-climate operating standard. The May 2025 Corporate Plan contains none.
    In development
    Freezing-rain reliability targets. Stated to be still in development.
    On record
    A lower-speed alternative. The procurement required an enhanced-conventional (up to 200 km/h) option alongside the high-speed one — a slower, cheaper design was formally evaluated.

    Questions for the process

    What design speed is being committed to, and how much of the capital cost is weather-hardening for that speed — wind fencing, catenary de-icing, switch and pantograph heating?
    What weather-related speed-restriction and service-suspension frequency sits behind the advertised journey times — would passengers actually see 300 km/h as often as promised?
    Given that a lower-speed option was formally evaluated, has the speed-versus-weather-cost trade-off been quantified and published — and why was the higher speed chosen?
    Since the comparative winter-weather assessment and full cost analysis have not yet been commissioned, when will they be undertaken and published — and will that happen before design speed and cost decisions are locked in?
    Have the severe-weather cost overruns seen on comparable projects (Harbin–Dalian, ~25% over budget) been reflected in contingency and risk provisions?
    Sources

    Primary documents and research

    1.Ministerial Briefing to the responsible Ministers, October 2020 — cold-climate high-speed rail operating limits (“unable to identify an HSR system that operates at 300 km/h in −30 °C”; Harbin–Dalian 350 → 250 km/h in winter). Released under the Access to Information Act, file ATIA A-2024-004 (Canada Infrastructure Bank release, November 2025).
    2.Written reply to a Parliamentary question on the HFR-to-HSR shift and winter-weather readiness, House of Commons Sessional Paper 8555-451-1191 (asked by Scott Reid, Lanark–Frontenac; tabled June 17, 2026). Alto has not commissioned a comparative freezing-rain / snow / ice assessment (n) or a full winter-weather cost analysis (p) “at this point in the design process”; freezing-rain reliability targets “currently in development” (o); enhanced-conventional (up to 200 km/h) vs high-speed (300+ km/h) bid structure (a); 2011 EcoTrain finding (h); $60–90B vs $45–75B Class 5 cost ranges (i, j); no quantitative estimate of the risk of exceeding $90B (k). ourcommons.ca
    3.EcoTrain consortium, Updated Feasibility Study of a High Speed Rail Service in the Quebec City–Windsor Corridor — Final Report (2011) — full corridor not financially viable on a standalone commercial basis, requiring substantial public funding; Montréal–Ottawa–Toronto segment could generate net economic benefit. citizenresearch.ca (PDF)
    4.Zhu, L. et al. “Study on the safety of operating high-speed railway vehicles subjected to crosswinds.” Journal of Zhejiang University-SCIENCE A. jzus.zju.edu.cn
    5.“Effect of the wind speed on aerodynamic behaviours during the acceleration of a high-speed train under crosswinds.” J. Wind Engineering & Industrial Aerodynamics (2023). sciencedirect.com
    6.“Crosswind Stability of High-Speed Train in Unsteady Wind Conditions.” IntechOpen (2025). intechopen.com
    7.“Mitigating crosswind response of a high-speed train passing the end of windbreak walls.” ScienceDirect (2024). sciencedirect.com
    8.JR East. “Measures to Reduce Service Disruptions when Restrictions are in Force due to Strong Winds” (2006), re: 25 Dec 2005 Uetsu Line derailment. jreast.co.jp
    9.Wikipedia. “Tornado Alley” (Windsor–Ottawa corridor; 2018 National Capital outbreak). en.wikipedia.org
    10.Global News. “Ontario is now Canada’s tornado hot spot” (2024). globalnews.ca
    11.Wikipedia. “List of tornadoes by province (Canada)” (~230/year estimated). en.wikipedia.org
    12.“Electrical-thermal conduction and distribution characteristics of the catenary system … electrothermal ice-melting.” Applied Thermal Engineering (2025). sciencedirect.com
    13.“Numerical Simulation … Ice Formation on Electrified Railway Contact Lines.” Infrastructures (MDPI, 2025). mdpi.com
    14.Nilsson, F. et al. “Modelling anti-icing of railway overhead catenary wires by resistive heating.” Int. J. Heat and Mass Transfer (2019) — icing types; SNCF thermal ice-prevention. sciencedirect.com
    15.SNCF Group. “Protecting the network and trains from extreme cold” (switch heaters, catenary heating, de-icing scrapers, anti-icing lubricant). groupe-sncf.com
    16.Wikipedia. “Harbin–Dalian high-speed railway” (frost heave; 70% viaduct; alpine EMUs; 25% over budget). en.wikipedia.org
    17.Global Times. “China’s first high-speed railway built for extreme cold … 1 billion passenger trips” (2025) — turnout heating, unified year-round timetable. globaltimes.cn
    18.Wikipedia. “Shinkansen” (snow sprinklers; Jōetsu slab track; Akita 2013 blizzard derailment; UrEDAS). en.wikipedia.org
    19.Toyo Keizai. “Why Heavy Snow is no Match for the Tokaido Shinkansen” (2016) — cancellations 635 (1976) to ~0 since 1994. toyokeizai.net
    20.“A Rail-Temperature-Prediction Model Based on Machine Learning.” Sensors (2021) — buckling, speed limits, water spraying. ncbi.nlm.nih.gov
    21.Alto, “Winter Operations Require Winter Readiness,” altotrain.ca blog (2026) — lists chemical de-icing using “glycol- or saline-based solutions.” altotrain.ca