The scenery at Dinosaur National Monument is colorful mineral deposits,
valleys revealing strata millions of years old, and fantastic shapes
carved into solid rock by centuries of erosion. For Mission 66 designers
who might have become jaded by this environment, geological power made
its presence known in the form of bentonite deposits underneath the
visitor center. When exposed to water, bentonite sprang into action,
expanding at a force strong enough to move steel girders. Even before
the building was completed, the Park Service observed damage to the
parking area. Radiating cracks were first observed and reported by Construction
Foreman Davis in November 1957. [63] During the first year the building was open to the
public, the park staff felt an unsettling vibration in the upper gallery.
Lyle Bennett advised performing a vibration test on the balcony slab
by placing wooden posts at several points under the overhang. According
to Supervisor McCune Ott, who conducted the test, the vibration could
only be corrected by installing a post at every beam, a solution unacceptable
to the park. Since visitors weren't complaining about the vibration,
however, no further action was taken.
In 1962, WODC drew up plans for the reconstruction of the plaza area
in an effort to improve the drainage system. These included details
of the roof drains and a longitudinal section showing the "typical subsurface
drain." At this time, the Park Service installed an aluminum handrail
on the ramp and laid down a cobblestone and concrete slab around and
under the ramp, which was extended slightly. [64] Despite these improvements, the plaza continued to
be a problem. In March 1966, the maintenance division regraded the ground
on the north and south sides of the building, realigned the pavement
slabs in the east plaza, installed steel pipeline for roof drainage,
cut several French drains, and patched other problem areas. The next
year, the San Francisco Planning and Service Center grappled with repairs
to the visitor center building, which included replacing some of the
existing footings with new twenty-foot-deep caissons. In addition, the
Park Service extended the lower level lobby, installed new handrails
in the gallery, and replaced several of the fixed-sash windows on the
east and west wall elevations with operable sashes. [65]
The geological situation was not seriously analyzed until 1966, when
Dames and Moore, consultants in applied earth sciences, revealed the
presence of bentonite in the soil. Their evaluation indicated that additional
damage could be avoided if moisture were kept out of the foundation.
After the first intensive season of rain and snow, the bentonite began
to move. [66] Eugene T. Mott, who had witnessed
similar subterranean action at the Painted Desert Community, compiled
a detailed description of the building's damaged areas after inspecting
the structure in 1968. Mott's list included two pages of "widening floor
tile joints," and cracks in walls and ceilings; the south wall may have
settled two inches. Like his predecessors, Mott recommended removal
of moisture in the foundation as the park's highest priority. But while
others blamed bentonite, Mott thought that the loose, sandy soil around
the building was the most likely cause of problems. According to his
assessment, the "beautiful" building was "constructed properly"; it
displayed solid workmanship and the design was "adequate for construction
in a stable area." As far as the moisture problem, Mott had little advice
but hoped to avoid a concrete border that would obliterate the landscaping
around the building. [67]
Over twenty years later, a 1993 Park Service study reported that Quarry
Visitor Center would have a very short lifespan if serious measures
were not taken to solve drainage issues. Biannual reports on the water
levels in the well holes and west manhole were requested. Even more
recently, in 1997, Dinosaur was still "settling and moving," but the
cause was determined as both bentonite and a subterranean fault. After
structural evaluation, a team of Park Service specialists advised "an
overall plan to manage and stabilize" the building, preferably supervised
by an architecture and engineering firm or the Denver Service Center.
[68]
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