The system as designed if you have it on navigate, won't even allow this, it tries to get to the first lane about 1.5 to 2 miles out. And when it's caught all the way in the wrong lane, it slows to a crawl until it can make it to the right, I think I've mentioned this before.
How would it handle interchange merges and then immediate exit in the other side of the freeway with distance around ~100 meters? Slow down and wait?
Also I have seen it miss exits in
@jnuyens video.
This I can do, in fact, I might have a video already of it from this morning, I'll look at some of my footage.
Would love to see this.
I think I can do something on a 3 lane freeway, we don't have many 4 lanes where I reside.
Would like to see this too. It has to be on a dense grid lock traffic though unless it would just be basic lane change.
It doesn't just go over 2 lanes, it will go one lane, continue for a while and depending on the exit and the prevailing traffic it will go over again, but I've not seen it just jump 2 lanes yet.
I meant something like this. White cars is trying to go right, red cars is trying to go left. but since it can't jump two lanes i guess its already a non-starter.
You find this in roundabouts for local roads and cloverleaf interchange for freeways.
I always do my research
Here are some testimonial
That whole exchange is a clusterfuck, especially EB-96/M-14 to I-275N if you have to get to 696. I've had so many close calls with people stopping short in the lane next to the exit lane to get over at the last minute.
I-96/M-14 WB to I-275 SB between Livonia and Plymouth on the west side of Detroit is one of the worst clover leaf exit ramps ever conceived! Nothing like sharing a deceleration lane with accelerating traffic entering M-14 WB... that happens to have heavy tractor trailer traffic at all hours of the day!
Oh NB I-275 from there to 6 Mile or so is also a clever piece of "how can we mess with merging traffic" engineering! 3 lanes NB, 2 merging in from I-96, with the left lane ending in barely a mile, and most local traffic having to race across those two merging lanes to exit at 6 Mile!
No two clover leaf are alike, this is one from tenn.
Notice how the exits are short and most times in dense traffic you will find cars trying to go the opposite direction.
Then you have your regularly simply short exit, or on-ramp from the left lane and immediate exit on the right.
The exit for Route 8 south onto I-84 East dumps into the left lane almost immediately after this exit, and while it creates its own lane, there is a right-hand exit not a quarter mile later that people try to make. This happens in other places in Connecticut.
Any of the exits along the Lower Deck of I35 through Austin.
First, they're all INSANELY short. You might have 15 feet to move over, then decelerate from 65 MPH to 35 MPH.
They are also either within 50 feet of the intersection, meaning if you're trying to go right you have to cross three or four lanes of traffic on the frontage road in a distance less than most people can spit, OR they are miles from the road you actually are trying to find.
I'm not risking this one, unless you warranty my car =)
I'm not risking this one, unless you warranty my car =)
Knowing that V9 is a release cut from their FSD software and Musk's statement that he will never withold new features. I'm sure if Tesla is as ahead as most people believe they are and if Musk's claim that they are close to doing coast-to-coast. Then They should be able to handle this scenario quite easily.
These are just a few scenarios, there are even more complex ones.[/QUOTE]
