I have an AP “torture” course south of Seattle that I’ve used to evaluate AP 2.0 performance since 2017.36. The course has two right-lane exits after freeway turns, and the second exit occurs just after a rise and drop of the freeway, plus a sweeping right turn. There is also a freeway rise and right turn without an exit. I set the vehicle to the speed limit (60 MPH) before starting each test run in the right lane.
2017.36 did poorly on all three, losing lane control on the rise and turn and veering into the left traffic lane. It performed particularly poorly on the second exit where the vehicle nearly hit an abutment head-on separating the exit from the main freeway. It oscillated left and right passing the first exit but got back to the main freeway lane on its own (but the experience was a bit scary).
2017.42 was a big improvement over .36. Both exits were largely ignored (with some weaving on passing the second exit), and the vehicle maintained better lane control thru the rise & right turn.
Somehow, 2017.44 performs poorer than .42 in this test on the second exit. The vehicle gets confused like with .36 and heads for the abutment. I’ve tried the test with two different MX’s and observed the same result. The vehicles both ignored the first exit and the rise & right turn.
I’m puzzled why Tesla would decrease AP 2.0 performance in .44. The combination of rising and falling freeway pavement, a right turn after the peak plus an immediate right exit is a potentially dangerous combination while using AP 2.0 and 2017.44.
2017.36 did poorly on all three, losing lane control on the rise and turn and veering into the left traffic lane. It performed particularly poorly on the second exit where the vehicle nearly hit an abutment head-on separating the exit from the main freeway. It oscillated left and right passing the first exit but got back to the main freeway lane on its own (but the experience was a bit scary).
2017.42 was a big improvement over .36. Both exits were largely ignored (with some weaving on passing the second exit), and the vehicle maintained better lane control thru the rise & right turn.
Somehow, 2017.44 performs poorer than .42 in this test on the second exit. The vehicle gets confused like with .36 and heads for the abutment. I’ve tried the test with two different MX’s and observed the same result. The vehicles both ignored the first exit and the rise & right turn.
I’m puzzled why Tesla would decrease AP 2.0 performance in .44. The combination of rising and falling freeway pavement, a right turn after the peak plus an immediate right exit is a potentially dangerous combination while using AP 2.0 and 2017.44.