UK, Rail Bridge In Winter

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CASE STUDY
uring refurbishment of a UK rail bridge in winter, heavy snow, extended cold periods and a continuous flow of water from concrete above the bridge beams, made it impossible to use an ordinary coating system. Preparatory blasting work in many areas was beginning to show significant re-rusting because of the delays in coating. The contractors, with expensive scaffolding and other infrastructure in place, were anxious to avoid any further delays and sought a solution using Alocit.
An area was chosen and a test application arranged. On the day of the application, the chosen substrate was at freezing point and, although some coating was applied to this area, as it was below the recommended minimum temperature (4°C/38°F) another, slightly warmer substrate area was chosen for the full test application: two on a vertical surface and one horizontal. After curing, testing showed coating thickness to be as specified and pull-off testing showed glue-line separation at 500, 750 and 900 psi. Testing to the coating on the freezing substrate also gave a reading of 900 psi before the glue holding the dolly to the paint surface gave way.

A very surface-tolerant coating, Alocit can be applied to areas with a certain amount of re-rusting. However, in this case because of the poor condition of the substrate, the surfaces were pressure washed before application. Some areas were so badly affected that they had to be flash-blasted and rinsed with water before the first coat could be applied.

On the day full application was due to begin, heavy snow had fallen with ambient temperatures well below freezing (-4°C/25°F), but spraying was able to commence using an in-line heating block.
SPECIFICATION & INSPECTION DATA
Conditions:
Outdoor, Freezing conditions
Products:
Alocit 28.96, filler
Alocit 28.95, primer
Alocit 28.15, finishing coat