American Rural HighwaysAgg, T. R. (Thomas Radford)
Science
American Rural Highways
Agg, T. R. (Thomas Radford)
Roads -- United States
Theoretically, the amount of the superelevation should increase with a
decrease in the radius of the curve and should also increase as the
square of the speed of the vehicle. On account of the variation in
speeds of the vehicles, the superelevation for curves on a highway can
only be designed to suit the average speed. At turns approaching
ninety degrees, the curve is likely to be of such short radius that it
is impossible to maintain the ordinary road speed around the curve,
even with the maximum superelevation permissible. It is good practice
to provide the theoretical superelevation on all curves having radii
greater than 300 feet for vehicle speeds of the maximum allowed by
law, which is generally about 25 miles per hour. Where the radii are
less than 300 feet, the theoretical superelevation for the maximum
vehicle speeds gives a superelevation too great for motor trucks and
horse drawn vehicles and generally no charge is made in superelevation
for radii less than 300 feet, but all such curves are constructed with
the same superelevation as the curve with 300 foot radius.
The diagram in Fig. 7 shows the theoretical superelevation for various
curve radii.
[Illustration: Fig. 7. Curves showing Theoretical Superelevation for
Various Degrees of Curve for Various Speeds of Vehicle]
At the intersection of important highways, the problem is complicated
by the necessity for providing for through traffic in both directions
and for traffic which may turn in either direction and the engineer
must provide safe roadways for each class of traffic.
=Tractive Resistance.=--The adoption of a policy regarding the grades
on a road involves an understanding of the effect of variation in the
character of the surface and in rate of grade upon the energy required
to transport a load over the highway. The forces that oppose the
movement of a horse drawn vehicle are fairly well understood and their
magnitude has been measured by several observers, but comparatively
little is known about the forces opposing translation of rubber tired
self-propelled vehicles.
The resistance to translation of a vehicle is made up of three
elements: resistance of the road surface to the rolling wheel,
resistance of the air to the movement of the vehicle and internal
friction in the vehicle itself.
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