CP Uses Laser Survey to Finalize Annual Maintenance Program
Field, Canada May 2009
Business Challenge
The “Spiral Tunnels” is a section of mainline
track operated by Canadian Pacific Railway (CP)
and is located on the Provincial borders of
Alberta and British Columbia in Banff National
Park. This impressive section of track consists of
several small tunnels and two major tunnels
(Spiral Tunnels) which double back on each
other to maintain a consistent track grade
through an avalanche prone region.
Due to frequent ground movements, icing and
other natural occurrences, the interior tunnel
walls are exposed to a variety of elements that
can affect their stability. CP needed to know to
what extent the tunnel walls could pose a risk
to the safe passage of trains and what remedial
works, if any, might need to be included in its
annual maintenance program. With competing
priorities for infrastructure maintenance spend,
CP was hoping that funds could be directed to
other urgent projects and requested GT’s help
in assessing the tunnels so that the appropriate
budget allocations could be made.
Services Overview
Geomatic Technologies (GT) offered to
undertake a laser clearance survey of spiral
tunnels section, which included the tunnels and
the approaches between them. GT’s AIMS Laser
Clearance system was flown out to Calgary
from Rochester, NY, and mobilized onto a CP
Hi-Rail vehicle. Within hours of the equipment
arriving on site, continuous laser, imagery and
positional data was recorded of the section.
During office processing, a precise track
centerline was generated and the recorded data
was integrated with this centerline. This allowed
for accurate positioning, identification and
validation of all infrastructure assets along the
recorded section, including Mile Post markers,
bridges, turn-outs and each spiral tunnel.
Precise positioning through the tunnels allowed
GT to create an accurate track alignment. The
laser data was then combined into discrete
alignment sections for all tangent track, curved
track and transition curved track and a
“minimum laser profile” or composite profile for
each discrete alignment section was generated.
The resulting report highlighted one section of
tunnel that troubled CP, so further analysis was
undertaken. Individual profiles were generated
every 50 feet along this section and an on-site
inspection showed that some of the tunnel lining
had become loose. Finally, the laser profiles
highlighted some new infrastructure (equipment
enclosures) that had been installed in the
tunnels, but which were unknown to the
Clearance Department. This information allowed
them to update their clearance information
through the tunnels.
CP was able to quickly determine that no
remedial works were required in the
tunnels so that funding could be allocated
to other more urgent infrastructure needs.
Outcomes
- GT’s quick mobilization and execution
ensured that CP could finalize its annual
maintenance program without the delays
otherwise associated with conventional
terrestrial surveys.
- Repeat processing of the continuous laser
data delivered further benefits to
stakeholders demonstrating that
continuous laser data surveys offer
superior value to clients.
- Delays to railroad operations were
minimised as data was collected at ‘line
speed’.
- Any potential encroachments could be
accurately located for easy on site
verification due to the precise positioning
information collected during the survey.
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