What’s the suggestion for avoiding unscrupulous merging of lanes? I suppose you could always tag the surrounding ways with maxweight=none
if overzealous merging is a major concern. You could also map the weight restriction signs themselves so it’s easier to detect and resolve any discrepancy.
The great bridge versus culvert debate should probably be a separate thread. I don’t see anything that would be specific to OptimoRoute. The last time we discussed this on the forum, it was buried in a thread about a different mapping team’s bridge weight restriction project.
I had hoped to settle the debate with The Big Fill along California State Route 152: yes, there is a 9-foot-tall (3.7 m) concrete arch, but above that is a 270-foot-tall (82 m) fill, so it makes a lot more sense to depart from the official Caltrans bridge inventory and model it as a surface road over a pipeline culvert.
Fortunately, this particular fill has no bridge weight restriction – not even close. But I could see a much smaller fill over a culvert having a weight restriction for the same reason that a bridge or a surface road subject to frost laws would have one: to avoid crushing something fragile underneath.