A wide view of the repaired overhead grandstand entrance reinforced concrete.
The "white" water stains indicate the location of a fracture and the lighter
grey patches indicate where concrete has been split away from the main
structure by ice, and possibly, rust scale, due to the water intrusion into
the concrete and steel matrix.
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A closeup of one of the patched areas of fractured and broken concrete above the grandstand's main
entrance.
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More extensive support masonry fractures due to settling foundation and weather extremes, over
some 63 years... Nothing lasts forever, and given the overall deterioration of the grandstand
structure, it is more economical to replace it than attempt a compromised renovation of a basic
structure that cannot be "repaired" to the original structural standards. Its "worn out" by the
consequences of time, weather and, least of all, use.
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The brickwork of the south end of the grandstand shows severe water and ice damage. It can be repaired,
at significant cost, but the extensive concrete deterioration, elsewhere, cannot, short of demolition
and replacement.
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Extensive fractures, through the reinforced concrete, some running the full width of the grandstand,
allow moisture to penetrate the concrete. That water is wicked along the corroding reinforcing steel
and through the numerous fractures to create further corrosion and freeze fracturing that compromises
the overall strength of the grandstand.
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A closeup of one of many tiny fractures that result in corrosion and ice fracture damage throughout
much of the grandstand structure.
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