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  #8861  
Old Posted May 27, 2021, 4:20 PM
swimmer_spe swimmer_spe is offline
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Originally Posted by SignalHillHiker View Post
If there's a stop sign, we have to stop - but if you're just turning left when the traffic to your right can continue without stopping, you don't have to either. I suspect this isn't what you're talking about and normal everywhere? To be honest, I'm struggling to think of an intersection I know well that isn't controlled by lights
Nova Scotia confused me when I first drove in it. Why are there yield signs where you are supposed to merge?
     
     
  #8862  
Old Posted May 27, 2021, 6:21 PM
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Nova Scotia confused me when I first drove in it. Why are there yield signs where you are supposed to merge?
I find this is variable from jurisdiction to jurisdiction.

In Quebec, yield signs are the standard on all autoroute (freeway) on-ramps.

https://www.google.ca/maps/@45.4859543,-...lM9zLSrE3O61Op7XXpl7A!2e0!7i13312!8i6656

I know that in Ontario the rule is a "merge" (i.e. never stop) as opposed to a "yield" (stop if you have to).

When I was a kid, Ontario freeways had yellow trapezoid signs with the word "MERGE" on its freeway on-ramps.
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  #8863  
Old Posted May 27, 2021, 11:02 PM
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Originally Posted by Acajack View Post
I find this is variable from jurisdiction to jurisdiction.

In Quebec, yield signs are the standard on all autoroute (freeway) on-ramps.

https://www.google.ca/maps/@45.4859543,-...lM9zLSrE3O61Op7XXpl7A!2e0!7i13312!8i6656

I know that in Ontario the rule is a "merge" (i.e. never stop) as opposed to a "yield" (stop if you have to).

When I was a kid, Ontario freeways had yellow trapezoid signs with the word "MERGE" on its freeway on-ramps.
Yield would also indicate the through lane has right of way over the on ramp, whereas legally, both lanes are responsible to make the merge happen.
     
     
  #8864  
Old Posted May 27, 2021, 11:10 PM
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That Quebec yield convention is pretty weird, as the onramp clearly is well built so must operate as a merge. We have some yields on onramps here, which gives a useful indication that it's going to be mega sketch and you better gun it and commit, diamond hands.
     
     
  #8865  
Old Posted May 28, 2021, 2:06 PM
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Slowing down on an onramp to join fast-moving cars just seems like such a poor idea.
     
     
  #8866  
Old Posted May 29, 2021, 1:39 AM
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Originally Posted by JHikka View Post
Slowing down on an onramp to join fast-moving cars just seems like such a poor idea.
Sadly sometimes you do have mean drivers like those...

=====
https://www.google.com/maps/@47.5705701,...bbyIarNbJT6tMZZnRjGcg!2e0!7i13312!8i6656
On another note, I think I have found out how deep that rock cut is.
https://www.transports.gouv.qc.ca/fr/pro...ironnemental/R_Final_R175_km_135-140.pdf
Quote:
Ce secteur est caractérisé par la complexité de la coupe de roc, la plus imposante qui sera réalisée dans toute la réserve faunique des Laurentides. Six (6) plateaux de dix (10) mètres de hauteur seront nécessaires à la réalisation de la voie sud.
If I understand that correctly, it's a 60-m rock cut, in the granites, some of the hardest rocks on Earth.
@swimmer_spe may have an idea what I'm getting at.
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  #8867  
Old Posted May 29, 2021, 2:09 AM
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Originally Posted by Dengler Avenue View Post
Sadly sometimes you do have mean drivers like those...

=====
https://www.google.com/maps/@47.5705701,...bbyIarNbJT6tMZZnRjGcg!2e0!7i13312!8i6656
On another note, I think I have found out how deep that rock cut is.
https://www.transports.gouv.qc.ca/fr/pro...ironnemental/R_Final_R175_km_135-140.pdf

If I understand that correctly, it's a 60-m rock cut, in the granites, some of the hardest rocks on Earth.
@swimmer_spe may have an idea what I'm getting at.
They were smart and did it as levels. In ON, we tend to just blast down to the roadbed.
     
     
  #8868  
Old Posted May 29, 2021, 2:18 AM
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They were smart and did it as levels. In ON, we tend to just blast down to the roadbed.
Yea I've been wondering if the level thing is a requirement for slope stabilization. I guess not?
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  #8869  
Old Posted May 29, 2021, 2:19 AM
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Originally Posted by Dengler Avenue View Post
Yea I've been wondering if the level thing is a requirement for slope stabilization. I guess not?
If that is the case, why isn't it done elsewhere.
     
     
  #8870  
Old Posted May 29, 2021, 2:23 AM
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Originally Posted by swimmer_spe View Post
If that is the case, why isn't it done elsewhere.
That's a good question lol.
I was going to limit the discussion to Canadian Shield, but even in the Appalachian Mountains, MTQ did the same thing too:
https://www.google.com/maps/@47.5185529,...%26thumbfov%3D100!7i16384!8i8192!5m1!1e4
That might easily be a 40-m cut right there.
That said, I guess it has less to do with the type of rock but more to do with MTQ.
In B.C., the sedimentary rocks are so unstable that something like that just won't cut it, I suppose.
In Ontario, we've just never had that deep of a cut on a divided highway, yet.
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  #8871  
Old Posted May 29, 2021, 1:23 PM
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Originally Posted by Dengler Avenue View Post
That's a good question lol.
I was going to limit the discussion to Canadian Shield, but even in the Appalachian Mountains, MTQ did the same thing too:
https://www.google.com/maps/@47.5185529,...%26thumbfov%3D100!7i16384!8i8192!5m1!1e4
That might easily be a 40-m cut right there.
That said, I guess it has less to do with the type of rock but more to do with MTQ.
In B.C., the sedimentary rocks are so unstable that something like that just won't cut it, I suppose.
In Ontario, we've just never had that deep of a cut on a divided highway, yet.
Highway 69 near Sudbury is near that height.
     
     
  #8872  
Old Posted May 29, 2021, 3:27 PM
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Highway 69 near Sudbury is near that height.
I highly doubt it. The cuts there probably top out at 20 m now that I think about it.
I’ve learned that rock blasting is an issue of economy of scale*, but I feel that the calculation will be a bit different beyond a certain depth. In turn, this will determine whether the freeway should be divided with a wide median or just median barriers, which in turn has implications for drainage and what not. And 20 m (or 70 ft) seems to be that threshold.
I’m just saying all that as an observer though.
* What it means is that, if you have to send a crew to blast rocks at all, you may as well go (reasonably) big on the amount of rock to be blasted.
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  #8873  
Old Posted May 29, 2021, 6:31 PM
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My Proposal of TCH Twinning in Northern Ontario
Disclaimer: Most of it is pure pie in the sky, so there's no need to be up in the arm about it.
     
     
  #8874  
Old Posted May 29, 2021, 8:52 PM
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This rock cut I always remembered from my trips north as a kid. It's just south of Montreal River Harbour and Lake Superior Provincial Park on Hwy 17.
https://www.google.com/maps/@47.1822101,...KlQ_Xnr_NxOBKEW0rTs_w!2e0!7i16384!8i8192
     
     
  #8875  
Old Posted May 29, 2021, 10:03 PM
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Yield signs on a freeway ramp?................what a shockingly stupid thing to do.

You are suppose to be going full freeway speeds by the time you merge onto the highway. By asking people to yield you will have people merging at much slower speeds requiring vehicles already on the freeway to slow down or quickly get into the faster lane both of which are accidents waiting to happen.
     
     
  #8876  
Old Posted May 29, 2021, 10:07 PM
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Most of ours just have a No U-Turns sign.

Some, though, also have a Merge sign:



The Yield thing, though, doesn't sound unusual to me. I haven't been able to find any examples of it but I sense I've seen it before on secondary highways.
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  #8877  
Old Posted May 29, 2021, 11:00 PM
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Originally Posted by SignalHillHiker View Post
Most of ours just have a No U-Turns sign.

Some, though, also have a Merge sign:



The Yield thing, though, doesn't sound unusual to me. I haven't been able to find any examples of it but I sense I've seen it before on secondary highways.
https://www.google.ca/maps/@44.7437236,-...itch%3D0%26thumbfov%3D100!7i13312!8i6656

This is a prime example. Oh, how I loath that interchange.
     
     
  #8878  
Old Posted May 29, 2021, 11:16 PM
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Hmm... I don't think we do that here, not on a significant highway.

The most annoying thing about driving in Newfoundland is that in rural areas (more than 45ish minutes outside either Corner Brook or St. John's), the TCH is mostly a three-lane highway with the passing lane given to whichever direction is heading uphill. BUT... it's the faster left lane that has to yield whenever the passing lane ends:



Inconsequential most of the time but when it's busy, and you're pressing the brakes in the fast lane to merge back in with people you were slowly but surely passing... boo. Naturally, it fosters bad driving habits.

Much like how the media here is always wondering why St. John's has such a high rate of drunk driving. It shouldn't be a big fucking mystery when your public transit is a social service for the poor and shuts down EARLIER on holidays like St. Patrick's Day and New Year's Eve (after 6 p.m., you're on your own). You can call a cab, of course - some of them will still take calls, but it'll be a couple hours waiting with the crowds eating street food and trying to sober up enough to drive home.
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Last edited by SignalHillHiker; May 29, 2021 at 11:27 PM.
     
     
  #8879  
Old Posted May 30, 2021, 12:42 AM
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Originally Posted by SignalHillHiker View Post

Inconsequential most of the time but when it's busy, and you're pressing the brakes in the fast lane to merge back in with people you were slowly but surely passing... boo. Naturally, it fosters bad driving habits.
I actually disagree. I prefer that the overtaking traffic has the responsibility to smoothly merge back into the regular flow.

I can't count the number of times in Ontario I've seen a vehicle wait until the last 500m of passing lane to actually decide to pass. Then the regular flow is effectively blocked from continuing on at their own speed as the passing lane comes to an end.

Whereas by forcing the overtaking lane to merge back into regular flow, it encourages someone to shit or get off the pot, passing-wise.

The regular flow of traffic should not be meant to eat shoulder if someone is hogging the passing lane (which effectively becomes the mainline flow) until it ends.

It also discourages people from camping in the passing lane because they know they won't have to merge at the end of it.
     
     
  #8880  
Old Posted May 30, 2021, 12:59 AM
milomilo milomilo is offline
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I actually disagree. I prefer that the overtaking traffic has the responsibility to smoothly merge back into the regular flow.

I can't count the number of times in Ontario I've seen a vehicle wait until the last 500m of passing lane to actually decide to pass. Then the regular flow is effectively blocked from continuing on at their own speed as the passing lane comes to an end.

Whereas by forcing the overtaking lane to merge back into regular flow, it encourages someone to shit or get off the pot, passing-wise.

The regular flow of traffic should not be meant to eat shoulder if someone is hogging the passing lane (which effectively becomes the mainline flow) until it ends.

It also discourages people from camping in the passing lane because they know they won't have to merge at the end of it.
Totally agree - overtaking lanes are set up wrong for the most part in Canada. The right lane should be the default, only enter the left lane if you have the intention of making it past someone. The person in the right lane might be going slow out of necessity, it shouldn't be on them to slow down further to accommodate the guy who can go faster.
     
     
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