Quote:
Originally Posted by go_leafs_go02
Find me one urban diamond interchange that works well from a capacity standard in peak period, as that involves 4 separate left turn movements, while a Parclo A4 involves only 2. Let's see how the Linc in Hamilton worked if all interchanges were diamonds.
|
Intersection capacity doesn't concern me; pedestrian and cyclist safety does. The A4 Parclo with its high speed diverge and merge lanes fails miserably on those grounds and therefore should not be considered at all. We've already ruled out full cloverleafs (which have theoretically higher capacity still) on safety grounds, so rule out A4 Parclos on the same grounds.
Besides, the diamond design is no worse capacity-wise than a standard arterial-arterial intersection which would be found along the rest of the arterial. Why the special concern for the ability of an intersection to push traffic onto a freeway?
Moreover, the interchanges that are the worst for cyclists are where traffic is all able to move quickly without having to come to stop, which are hardly the circumstances under which a diamond is likely to fail anyway. We could quite readily replace most Parclo A4s with diamonds without any real capacity issues showing up.
Quote:
|
Unless you're talking about the new diverging diamond interchange, which I think are fantastic, the traditional diamond is pure crap expect for low volume situations.
|
Yes, the diverging diamond is a good design that can be made reasonably safe for cyclists and pedestrians so long as the arrangement for the right-turn onramp isn't designed for a high speed turn-off. If diamonds are unable to handle the load, then this would be a suitable replacement.
Quote:
|
Here's a perfect example of what should be done for all sidewalks/bike lanes crossing over a loop ramp, make them cross at a 90 degree angle, and require them to yield to vehicles.
|
Isn't that getting your priorities reversed? Making straight-ahead travelling cyclists and pedestrians yield to cars turning onto a freeway?
Quote:
I've riden through there, and the line of sign is fantastic, drivers will see you, slow down, and let you cross with no issues. Safety was not a risk in any way to me.
http://goo.gl/maps/Atu5H
|
Was this supposed to be an example of a *good* design?
Just look at the design there - it forces a virtually instantaneous 90° turn on the cyclist's part, while heading downhill no less. To the extent it is "safe" it is only so because the cyclist has to yield. In a sense it is requiring that which many cyclists probably end up doing at loop onramps anyway.
But in the southbound direction, even that's not true because no one has a clear right of way. The cyclist doesn't have a yield (either sign or road paint) and neither do the cars entering the loop ramp (which is a basic problem of all the onramps on most A4 Parclos). In Ontario, and I'm sure it is the same in BC, at an uncontrolled intersection - which is what that now is - the person to the right has the right of way. That means the cyclist has right of way. The phrase "right but dead" comes to mind.
Moreover, look how the merging from the offramps was dealt with on either side of the interchange: it wasn't.
It goes to show how truly little thought was put into it. The traffic engineers only looked at it from the perspective of a motorist entering or exiting the freeway and not from the perspective of a cyclist continuing straight ahead.
Overall, that interchange would have been a lot better as a B2 design with the 'other' side of the intersections either side of Hwy 99 leading into 40th Ave & Nicomekl Rd. Besides being a lot "neater" and safer, it would also mean a lot less out-of-the-way travel for those going along 40th and Nicomekl.