Wash. Admin. Code § 480-62-225 - Crossing surfaces
(1)
Areas of
responsibility.
(a) Highway authorities
must maintain and keep in repair the surfaces and the subgrades of the roadway
approaches up to one foot from the outside of either rail at a grade crossing
with one track. At crossings involving more than one track, the highway
authority must maintain and keep in repair the roadway approaches up to one
foot from the outside of each of the two outside rails.
(b) At a grade crossing with one track,
railroad companies must maintain and keep in repair the crossing surfaces
between the rails and for a distance of one foot on the outside of either rail.
At crossings involving more than one track, railroad companies must maintain
and keep in repair the crossing surfaces and the roadway for the entire area
between the outermost rails at the crossing, and for a distance of one foot
outside of the two outermost rails.
(c) If tracks at a crossing involving more
than one track are owned by different railroad companies, each company must
maintain and keep in repair the crossing surfaces and roadway within its right
of way that is within the area specified in (b) of this subsection.
(2)
Crossing
surfaces.
(a) Crossing surfaces
include shoulders and pedestrian walkways immediately adjacent to a roadway or
shoulder. If reasonably possible, roadways and adjacent shoulders and
pedestrian walkways must be continued through a crossing without narrowing the
roadway, shoulder or walkway.
(b)
The subgrade to a crossing surface must be maintained in a manner which
minimizes damage to the crossing surface, taking into account the effects of
topography, water tables, weather, and the types of vehicular traffic generally
using the crossing.
(3)
Roadways.
(a) Roadways between
tracks at crossings involving more than one set of tracks, including the
roadway subgrade, must be of the same quality as the roadway approaches to the
crossing unless the highway authority and the railroad company agree to a
higher quality.
(b) Roadway
approaches must be constructed and maintained so that the transition between
the roadway and crossing surface is on the same plane and smooth.
(c) At grade crossings where track
superelevation exists, roadway approaches must be constructed and maintained so
that the transition between the roadway and crossing surface is as smooth as
practicable.
(4)
Standards for surface maintenance and repair. Crossing surfaces
must be convenient and safe for passage. Some factors in determining compliance
with this general standard are:
(a) Whether
crossing surfaces and the adjacent roadways are level with the top of the rails
on the plane created by each set of tracks.
(b) Whether crossing surfaces are broken or
loose.
(c) The existence of
potholes.
(d) The existence of
curled or rolled asphalt.
(e)
Whether traffic generally slows to traverse the crossing.
(f) Citizen complaints.
(5)
Notice. Notice requirements
for highway authorities and railroad companies when performing maintenance on a
crossing surface are located in WAC
480-62-305(4) and
(5).
Notes
Statutory Authority: RCW 80.01.040, 81.04.160, 81.24.010, 81.28.010, 81.28.290, 81.40.110, 81.44.010, 81.44.020, 81.44.101-81.44.105, and chapters 81.48, 81.53, 81.54, 81.60, and 81.61 RCW. 01-04-026 (Docket No. TR-981102, General Order No. R-477), § 480-62-225, filed 1/30/01, effective 3/2/01.
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.
No prior version found.