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TTC: Streetcar Network

This question has probably been asked and answered before so I apologize in advance- but from what i can tell from the first pic, they seem to be installing single-point switches? (Correct me if I am wrong, it is hard to see!)

Why is the TTC installing SPS on new rail installation?
Because there is nothing wrong with them. The equipment is designed to use them.

On top of that, installing double-blade switches would involve changing the geometry of the intersection, which would involve more involved construction.

Dan
 
Because there is nothing wrong with them.
And yet the TTC implemented a 10 km/h system-wide speed limit through them, notably due to their insufficient locking... The TTC is so concerned about them that they even limit streetcars to 10 km/h through trailing switches.
The equipment is designed to use them.
Yes, the TTC had to order a custom low-floor design at great expense to accommodate the antiquated system characteristics such as sub-15m curve radii, trolley poles and single-blade switches. The TTC successfully completed a system upgrade to eliminate the need for trolley poles. Why not also start a program to start eliminating single-blade switches and sub-15 curves through attrition?
On top of that, installing double-blade switches would involve changing the geometry of the intersection, which would involve more involved construction.
Double-blade switches do not require changing the intersection geometry. At worse they would slightly adjust the path of the tracks by a few centimetres, but there's more than a few centimetres of asphalt on either side of the tracks anyway, so it certainly would not require intersection geometry changes.
 
Yes, the TTC had to order a custom low-floor design at great expense to accommodate the antiquated system characteristics such as sub-15m curve radii, trolley poles and single-blade switches.
As far as I know, the custom floor design was for the wheelchair ramps that had to go all the way to the road.

When we looked at the cost per car a few years ago, even allowing for length, the TTC Flexity cars were cheaper than the "off-the-shelf" Citadis vehicles ordered for Line 6 and 10.

Other European cities have also had special Flexity designs for tight curves. The switch issue should be resolved (without mistaking the mistakes Metrolinx made on Line 6), but lets not exaggerate the costs.
 
As far as I know, the custom floor design was for the wheelchair ramps that had to go all the way to the road.

When we looked at the cost per car a few years ago, even allowing for length, the TTC Flexity cars were cheaper than the "off-the-shelf" Citadis vehicles ordered for Line 6 and 10.

Other European cities have also had special Flexity designs for tight curves. The switch issue should be resolved (without mistaking the mistakes Metrolinx made on Line 6), but lets not exaggerate the costs.

I’ve always wondered why we needed such complicated ramps. The buses in Hong Kong just does a simple 180 flip that the operator opens and closes.

 
As far as I know, the custom floor design was for the wheelchair ramps that had to go all the way to the road.
Yes that was another aspect that needed to be customized. There was no one factor that was the issue, it was a combination of factors such as the ones I listed and this additional one you named.
When we looked at the cost per car a few years ago, even allowing for length, the TTC Flexity cars were cheaper than the "off-the-shelf" Citadis vehicles ordered for Line 6 and 10.
Line 6 has Citadis trains (same as Mississauga and Ottawa) and Line 5 has Flexities (same as Waterloo and Edmonton), yet both are built to approximately the same design standards so either model could be used on any of those lines (albeit with some modification to onboard signal equipment). It's worth also considering the benefit of having the option to buy more than one product from one manufacturer for half a century before asking someone to sole-source another new bespoke design solely for Toronto. Indeed it's interesting that the cost per vehicle is so high on those Metrolinx projects, though it's also worth noting that the Citadis is 50% larger than the Flexity.
Other European cities have also had special Flexity designs for tight curves. The switch issue should be resolved (without mistaking the mistakes Metrolinx made on Line 6), but lets not exaggerate the costs.
As we discussed a couple weeks ago (can't remember which thread, maybe this one), Toronto has a handful of curves that are much tighter than curves in other cities with tight curves, which is why we couldn't use those other products during the original procurement of the Flexities. Resolving those few exceptionally tight curves would reduce the effort required for manufacturers to modify their European or North American tight-curve products for use in Toronto. So would (eventually) ending the use of single-blade switches. Eliminating the requirement for trolley poles will also make things a bit easier.

Indeed the financial cost that antiquated switches add of the procurement is minimal compared to the massive cost incurred every day due to speed restrictions on the network.
 
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Line 6 has Citadis trains (same as Mississauga and Ottawa) and Line 5 has Flexities (same as Waterloo and Edmonton), yet both are built to approximately the same design standards ...
Which isn't related to the TTC Flexities being cheaper than the Citadis. Surely that the Flexity is cheaper suggests that the curves are not a huge issue.

As we discussed a couple weeks ago (can't remember which thread, maybe this one), Toronto has a handful of curves that are much tighter than curves in other cities with tight curves, which is why we couldn't use those other products during the original procurement of the Flexities.
As we've discussed, the curves that were identified for upgrade as part of the first round of bidding (where all bids were rejected) was a lot more than a handful. Recall the Admiral's post (among others).
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Which isn't related to the TTC Flexities being cheaper than the Citadis. Surely that the Flexity is cheaper suggests that the curves are not a huge issue.
Okay? Nowhere in that paragraph did say anything about cost. I said the ability to use more than one model of streetcar per half-century is an additoinal benefit worth considering.
As we've discussed, the curves that were identified for upgrade as part of the first round of bidding (where all bids were rejected) was a lot more than a handful. Recall the Admiral's post (among others).
View attachment 720490View attachment 720491
Those diagrams are for increasing the minimum radius to 20 metres, which is absurd. And they were about the question of suddenly rebuilding every curve in the network in advance of an imminent equipment order, which is also absurd. Nobody is seriously suggesting we increase the radius to 20 metres nor are we talking about urgently demolishing every switch and curve in the network.

I am specifically talking about incrementally increasing the radius of a handful of substandard curves to the TTC's existing standards, and updating switch design & control standards so modern switch equipment is installed as part of routine track reconstruction.
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Nowhere in that paragraph did say anything about cost.
You literally quoted a comment about cost. The comment was follow-up to your own post:
Yes, the TTC had to order a custom low-floor design at great expense
Please don't try and pretend that's not what you said, simply because the facts suggest you were not correct.

Those diagrams are for increasing the minimum radius to 20 metres, which is absurd.
Is it? The Blackpool Flexity which was the basis for design, is designed for 25 metre curves on revenue track, and 20 metres, slowly, in a yard.

A "costly" (spoilers, not costly) redesign was necessary for even 19 metres.

I am specifically talking about increasing the radius of 8 substandard curves to meet the TTC's existing standard curve radius (just under 15 metres).
To what end? I'm not sure that image of yours is up to date - the curve that I see in the wild that seems to cause the most trouble is the one from eastbound King to southbound Sumach.

And updating switch & switch control standards so modern switches are installed as part of routine track reconstruction.
You mean like were used on Line 6?
 
You literally quoted a comment about cost. The comment was follow-up to your own post:
Please don't try and pretend that's not what you said, simply because the facts suggest you were not correct.
Oh right, because Metrolinx is the gold standard for cost-effective vehicle procurement. I'm not pretending that's not what I said, nor am I convinced that the statement "Toronto's streetcars were expensive" is false. That said, I am open to that possibility if you provide convincing evidence.

Is it? The Blackpool Flexity which was the basis for design, is designed for 25 metre curves on revenue track, and 20 metres, slowly, in a yard.
The Blackpool Flexity is a light rail vehicle designed for a system with wide curves. But like you said yourself:
Other European cities have also had special Flexity designs for tight curves. The switch issue should be resolved (without mistaking the mistakes Metrolinx made on Line 6), but lets not exaggerate the costs.
THOSE are the specifications we should be aiming to be more in line with.

A "costly" (spoilers, not costly) redesign was necessary for even 19 metres.
19 metres is also absurd. Most of the curves in the network are around 15.

To what end?
Currently the TTC's minimum radius is tighter than even the tightest curves on other systems with tight curves. Even just slightly increasing the minimum would bring the TTC in line with other legacy tram systems, allowing us to use their equipment with relatively little modification. For example, 13.5 metres is the minimum radius in Boston, and according to that diagram there may be as few as 8 curves tighter than that in Toronto.

You mean like were used on Line 6?
Like the systems used on nearly every tram line built in the past century, yes.
 
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I see. It was my understanding the TTC implemented a 15kmh speed limit across switches due to the possibility of derailment on SPS. Do they plan to remove this restriction for newly installed SPS?
Once again...

The issues are not with the switches, or the trackwork*. The issues are with the N/A control system. It is old and cantankerous, and in need of replacement.

Dan

*While there is nothing inherently wrong with the trackwork, the TTC still feels the need to put a 10km/h slow order over all specialwork. And as there are no obvious alternative designs, there is no obvious fix for this - other than the TTC figuring itself out.
 
And yet the TTC implemented a 10 km/h system-wide speed limit through them, notably due to their insufficient locking... The TTC is so concerned about them that they even limit streetcars to 10 km/h through trailing switches.
Good thing that they don't have a 10km/h limit over the couple of dual-blade switches that do exist on the network.

Oh, wait a second.....

Yes, the TTC had to order a custom low-floor design at great expense to accommodate the antiquated system characteristics such as sub-15m curve radii, trolley poles and single-blade switches. The TTC successfully completed a system upgrade to eliminate the need for trolley poles. Why not also start a program to start eliminating single-blade switches and sub-15 curves through attrition?
Upgrading the trackwork would be a terrific idea. What would be a better idea is to replace the N/A system with something that actually works.

Double-blade switches do not require changing the intersection geometry. At worse they would slightly adjust the path of the tracks by a few centimetres, but there's more than a few centimetres of asphalt on either side of the tracks anyway, so it certainly would not require intersection geometry changes.
They absolutely do. Single-point switches need a steeper departure angle, because the back side of the wheel needs adequate steering in order to follow the appropriate path. A steeper departure angle means a short blade, which moves the point of departure closer to the middle of the intersection. Double-point switches don't act on the back of the wheels, so they can be much thinner and have a much shallower departure angle. But that also means that they need to be much longer, moving the tip of the point several feet further away from the intersection.

Which means that the concrete pad under the intersection needs to be longer, and further away from the centre of the intersection. Which means digging up more road. And moving the conduits for the N/A system and switch power.

Yes, once its done it will be done for good......but it still needs to be done in the first place.

Dan
 
I’ve always wondered why we needed such complicated ramps. The buses in Hong Kong just does a simple 180 flip that the operator opens and closes.

Because a simple flip-out ramp is too simple for what was needed in Toronto.

The ramps on the Flexities have to be able to meet up with a curb, or to be able to unload in the middle of the street. And they have to do it while meeting the AODA regs. That's why they slide out - they can operate in stages as required. A simple flip-out ramp couldn't do that.

Dan
 
Good thing that they don't have a 10km/h limit over the couple of dual-blade switches that do exist on the network.

Oh, wait a second.....
Where are there dual-blade switches on the mainline? I'm only aware of the ones in Leslie barns where the yard limit is 10 regardless of switches.

Upgrading the trackwork would be a terrific idea. What would be a better idea is to replace the N/A system with something that actually works.
These are not different ideas. These are two elements of the same idea, which is updating the switch design & control standards. Replacing the switch control system is indeed the more important of the two, but given that switches stay in the ground for half a century once installed, it's also important to talk about the switch geometry at the same time.

They absolutely do. Single-point switches need a steeper departure angle, because the back side of the wheel needs adequate steering in order to follow the appropriate path. A steeper departure angle means a short blade, which moves the point of departure closer to the middle of the intersection. Double-point switches don't act on the back of the wheels, so they can be much thinner and have a much shallower departure angle. But that also means that they need to be much longer, moving the tip of the point several feet further away from the intersection.

Which means that the concrete pad under the intersection needs to be longer, and further away from the centre of the intersection. Which means digging up more road. And moving the conduits for the N/A system and switch power.

Yes, once its done it will be done for good......but it still needs to be done in the first place.

Yes I'm aware that modern switches have a different geometry but the question is whether having a longer switch actually makes such a large difference to the footprint of the switch that it requires changing "intersection geometry". My impression is that the consequence of the longer turnout only works out to a few centimetres difference in lateral footprint in the centre of the curve, or is it larger than that?

Like you said, the current N/A switch control system is garbage. So when we talk about installing new switch equipment we're also talking about installing a different control system.
 
I’ve always wondered why we needed such complicated ramps. The buses in Hong Kong just does a simple 180 flip that the operator opens and closes.

In addition to what @smallspy said, if there were only a flip-out ramp long enough to reach ground level at AODA-compliant slope, it would be too long to fit on a lot of the narrow raised platforms such as on St Clair. The ramp for raised platforms needs to be as short as possible to give people room to manoeuvre on the platform.
 

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