> "Ashton Crusher" <
de...@moore.net> wrote
>
> The problem with your claims is that you only are looking at the
> bridge tables. They have nothing to do with allowable loads on the
> PAVEMENT. Pavement damage is caused by axle load, axle spacing, tire
> configuration, tire type, tire pressure and it is NOT linear. It is a
> Fourth Power law. Try this link
>
>
http://tinyurl.com/7bqjgp4
>
> for a more detailed explanation.
I read the stuff about axle damage starting on p349, and I don't see
anything there that suggests that there is a nonlinear effect if another
axle is added to a truck while maintaining the same load per axle. Going
from four load-bearing axles to five, and carrying 25% more load, should
increase road damage by 25%. The fact that the extra set of wheels happens
to roll over a particular spot within a few feet behind the last set of
wheels, as opposed to, say, 100 feet behind if they were on a different
truck, isn't noted as having any meaningful impact. For it to matter, there
would have to be some peculiar low frequency resonance in the road surface
itself (which there could be on a bridge, but not on solid ground).
So, if (to keep the numbers simple), the max load were increased from 40
tons to 50 tons, and the number of load-bearing axles were increased from
four to five, there would be a net benefit, because carrying 200 tons of
freight would only take four trucks, with four sets of steering wheels,
rather than five. (Not to mention all the other benefits: fewer vehicles
taking up space on the road, fewer drivers needed, less fuel needed to push
the extra tractor around, etc.) If that lowers the price of trucking, and
increases the total amount of trucking, then perhaps the level of damage
will go up a little, but only proportional to the amount of extra freight
carried, which is a fair trade.
--
Ciao, Paul D. DeRocco
Paul mailto:
pder...@ix.netcom.com