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The Truth about the Bus in Guideway
CDOT continues to push this transit solution because of its ability to have
buses start and complete their trips from outside the guideway. I have
always been curious about the ability of buses to enter and exit the
guideway without an overlaying interchange, (that is a separate interchange at
every exit to allow the buses to enter and exit the guideway from local roads
without interfering with the entering and exiting traffic from the general
travel lanes). CDOT maintains that an overlaying interchange for the bus
guideway would be very expensive, (and they're right!). This alternative
was not priced out with overlaying interchanges as a result.
In Appendix E Page 7, the mechanism for the buses to enter and exit
the guideway minus interchanges is provided. This information is not provided in
Chapter 2, pages 2 - 36 through 2 - 38 under the description of the Bus in
Guideway alternative, (although the Route Structure map assumes that the buses
can enter and exit the guideway at will).
From Appendix E - 7:
To minimize visual impacts and construction costs,
buses would reach the stations by means of a "gap" in the guideway, where they
would reenter general traffic, merge to the right lane, and exit. A
similar gap would be provided after the interchange so that buses may reenter
the guideway. Detailed traffic simulation could establish how long each
gap needs to be and how far before or after an interchange it should be
located. For PEIS purposes, American Association of State Highway and
Transportation Officials (AASHTO) merging and weaving standards suggest that
this gap should be at least 2000 feet - possibly a half-mile or
more.
When the guideway resumes, a funnel section would be
provided to realign the bus as it enters the guideway. Regulatory signs
and shoulder striping would indicate that autos and other traffic should not
enter the guideway. Further analysis would be needed to establish the
appropriate level of information identifying the bus guideway.
These gaps in the guideway would provide other
operational flexibility. For example, if one section of the guideway is
blocked, perhaps by a breakdown, the buses could reenter mixed traffic and
continue to travel under these extreme situations. (This operation would
be similar to how crossover tracks allow trains to run with reduced service when
one track is blocked.)
One operational issue to be resolved would be the
operation of the dual-mode buses through the gaps. Initial typical
sections assumed that power would be supplied from the outside wall of the
guideway (between the guideway and general traffic), while a short median
barrier would be provided between the two-guideway tracks for guidance
only. With this design, the buses would have to briefly switch into diesel
mode to cross each gap. Alternately, the inside median could be redesigned
to provide power, at least for the duration of the gap.
Clearly CDOT has not worked out the detail for these gaps and how slow
moving buses, (especially on hills) will interfere with the general travel
lanes as they enter or exit the guideway from what will essentially be a left
lane, (occupied by speeding motorists). Snow removal will continue to
present a problem for this alternative both inside and outside the guideway and
especially in the areas of the gaps. The gap solution does however
answer the question I had about why the bus guideway must be median
located.
My view of the dual mode bus would be more similar to an on line transit
system with the ability to travel short distances outside the Corridor on
relatively mild grades. Sixty passenger dual mode buses, while perhaps
faster in the guideway will be real slugs on diesel power alone outside the
guideway and will have a very difficult time with mountain passes like Berthoud,
Loveland or Vail. Suggesting that dual mode buses would have to switch to
diesel power every few miles to pass though gaps at interchanges is also
concerning. This cannot be a practical solution.
For travel outside the guideway, a diesel bus will be a better choice,
however ridership numbers for diesel buses are not exactly dramatic. I
think that this alternative has some significant issues to be resolved that
will affect its future in the PEIS selection process.
Harry
Dale
HJD173@aol.com 173 Aspen Drive Evergreen, CO 80439 303-670-0085 Back to Resources |