Toronto Ontario Line 3 | ?m | ?s | Metrolinx

Good shots. 👍

Still find it so funny they built a bridge for the bridge. It's like building a support sky scrapper beside the actual sky scrapper. Hehe.
It's all so they can build over the Don River and move it over, which requires much less DVP closures.
 
Afterall, the original sales pitch for elevated Ontario Line was 2027, then. 2029 and now 2031 with rumours of 2032/33 already surfacing.
I don't take planned completion dates into consideration when they are predicted before the (real) start date is announced. If a start date is pushed forward, as it always is, the end date has to move as well. When construction began in 2022, the official target date was 2030. Now it's 2031.
When a target date gets pushed forward, no official wants to move it very far ahead, certainly not a leap of several years at once. But those of us in the cheap seats are free to be more realistic. I've made my own prediction the line might not open until 2040, and I'm not being accusatory, so much as taking in the size of the project, and the assumption that officials are reluctant to say what they may be really thinking.
 
Still find it so funny they built a bridge for the bridge. It's like building a support sky scrapper beside the actual sky scrapper. Hehe.
To be fair, when building a tower, they often build a temporary tower in or next to the permanent tower. Often with a crane on top.

Think of the temporary bridge as horizontal scaffolding.
 
I guess they don't have time to add another section before the Lower Don Bridge is pushed on Saturday.
I think the rendering shows that the 6th cross-brace is the midpoint - and there are only 5 cross-braces so far.
But pushing now will give them back the same amount of working space as they started with.

Bridge_rendering_4.png
 
(you say) ... the Ontario line train capacity will be 1,100 - the same as a Line 1 train. Despite only having about 55% of the floor area for an 80-metre long train, compared to 143 metres for the TR. (Hopefully they've protected the platforms for 100-metre long trains).
I have made multiple posts addressing this, you are blinded by rage and your personal vendetta against me for being proven wrong in prior conversations by myself and others.
I'm not aware of either the rage, vendetta, or being proven wrong (perhaps I have, I don't pay much attention to who says what most of the time - of course I make mistakes - and then fix my posts if I'm wrong). Given how TLDR most of your posts are, I could well have missed a response - I apologize for that.

Yes, you've made multiple posts comparing apples to orange. Why even mention crush loads - they have no relevance on a frequently operated system. Heck, most people won't even try and board way before you achieve that kind of density - the only time I see the TTC LRVs get close to achieving this is when they are doing something like loading at Exhibition after a night-time summer sporting event, when there's no one to get off, and the car is empty, with young generally fit and thin people packing in very well, without bags and winter clothes, with no strollers and wheelchairs. You just can't achieve it in normal operations. Which is why the maximum capacity of a line is based on the much lower peak capacity, not crush capacity.

The only use of crush capacity is to market vehicles. You can't use them to design a transit system. Why do you think that TTC's 1,100 peak capacity for the TR is so much lower than the approaching 1,500 published by Bombardier? The bigger question is have they protected the Ontario line platforms for 100-metres. And have they said they are using cattle cars, like the early TR proposal?

Even peak capacities on the CLRVs were hard to achieve. I used to count out of boredom in pre-smartphone days. The only time I saw it achieved (and exceeded) in rush hour was because there was about 6 or 7 people in front of the white line, and standing on the front steps! I'd expect on a Citadis if they ever achieved crush load, they'd break the doors (and I've seen doors broken on GO trains during less frequent service because of construction, because too many people squeezed in without moving to the upper decks). Hopefully the doors on the Ontario Line equipment is less finicky.
 
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I was comparing 6 pax/m^2 to 6 pax/m^2 based on existing documentation on the capacities for standardized metros and Bombardier Flexity Freedoms. Internal dimensions in both cases. That is apples to apples.

I also never claimed 1,100 for any apples to apples comparison, so I am not sure where you are getting this strawman from.

You are free to break down exactly where I made a mistaken assumption to get those 6 pax/m^2 figures, but you guys didn't do that. Bringing up red herrings like 1,100 for Toronto Rocket with poorly calculated this or that, and without normalizing to a X pax/m^2 is not relevant or productive.

As a better hypothetical:
90 metres is a rough analogue of Eglinton and Hurontario's eventual train lengths: I'll take three (3) of 30 metre long cars 2.65 metres wide at 3 pax/m^2 which is more realistic.
3*30*2.65*3= 715.5
80*3*3= 720
^Ontario Line is 80 metres long, 3 metres wide, 3 pax/m^2 as well.

So a 90 metre long LRT vehicle (2.65 m wide) carries about the same amount of people as an 80 metre metro (3.0 m wide). However, external dimensions are not conducive for calculating real world passenger capacities, internal dimensions are.

In the real world, open gangways, thinner walls, higher capacity seating layouts etc. come into play. This is why the capacity gap swings in favour of a metro in the real world, which you reasonably doubted, but I can assure you the underlying numbers are based on real seating layouts. I don't pretend my earlier comparison was entirely perfect, but that it did reflect a real capacity difference for a viable scenario.

You can claim it's apples to oranges because Flexities have a suboptimal, seating heavy layout, whereas longitudinal seating-heavy metros are a different seating layout entirely. But in practice low floor trams usually have transverse seating over the bogie hump, whereas metros don't need to have as much transverse seating if the customer doesn't want it.

You can argue the gap between 600 and 1,000 was too big, but a gap in real life does exist. But even if they were the exact same capacity (715.5 vs. 720), the Ontario Line train is still shorter.

That's the point I was driving home about low floor platforms being longer than high floor platforms for the same capacity. Which wasted money for Eglinton and wasted money for Hurontario. We can disagree on whether low or high floor vehicles would've been better suited for Hurontario though, that's where the debate should be. Not whether high floors would have more capacity per metre.


As for the Ontario Line, 3.0 metres is the way to go, the wider the better. You can run shorter trains to start, and later add train cars easily. Not so easy to make existing trains wider unless you buy a new set of rolling stock. And metros don't get much wider than 3.0 m to begin with. If they stick to the 3.0 m plan, so far so good.

I also advocate for 100% longitudinal seating, it's the de facto standard in many cities throughout the world and is used by the REM in Montreal which is more like an RER / regional rail than a downtown metro. You would expect more transverse seating for the REM than you would the Ontario Line, but paradoxically it's the other way around.

If the extra standing capacity goes unused, you can add transverse seats later.
I apologize for that.
That is the first time I have seen you apologize, I appreciate that, genuinely. :)

By the way, a 6-car Toronto Rocket on Line 1 would have closer to 1,700 capacity at AW3 i.e. 6 pax/m^2 crush loads in the internal space. That's significantly higher than any number we talked about before. You previously compared a 6 pax/m^2 Ontario Line scenario based on internal dimensions, with a 2.44 pax/m^2 Line 1 scenario based on external dimensions. Changing the pax/m^2 to 3 instead of 6 won't change the proportional difference in capacity. 5:10 is the same ratio as 50:100. You were comparing apples to oranges:
1769494342027.png
If you (@nfitz ) want the boring sources & calculations for the internal vehicle dimensions and capacities dependent on passenger densities, I can message you.
 
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I guess they don't have time to add another section before the Lower Don Bridge is pushed on Saturday.
I think the rendering shows that the 6th cross-brace is the midpoint - and there are only 5 cross-braces so far.
But pushing now will give them back the same amount of working space as they started with.

Bridge_rendering_4.png

I thought they were going to do one more section as well, based on how much room was left on the trestle structure. Then I remembered that the abutment on the West side is just after the edge of the Don River, which is where the bridge will actually end when it's complete. The rest of the structure is just for work/staging space.

When looing at the rendering (and the arch angle of the latest pieces installed), there does seem to be one more section that will form the crest of the arch, taking it from under half-done to over over half-done. When you look at the size the bridge is now, it's more than enough to cover the DVP, which is all they really need before doing the shift. Whether they are actually half-way done is probably irrelevant. Maybe they will install the temporary support beams this week, but that's probably not ideal for the move unless they're attached to the arch.
 
I went back to the city documents that detail the construction steps and found this picture of the assembled first half of the bridge, which matches where they're at now. So it appears they are on schedule.

1769528798712.png
 
I guess they don't have time to add another section before the Lower Don Bridge is pushed on Saturday.
I think the rendering shows that the 6th cross-brace is the midpoint - and there are only 5 cross-braces so far.
But pushing now will give them back the same amount of working space as they started with.

Bridge_rendering_4.png
My armchair expert thought about it is, why push a heavier thing, when you can push a lighter thing?
 

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