Abstract
The paper discusses the functional requirements, planning, design considerations, production and erection aspects involved in the construction of a 1 million gallon (3.785 million liter) precast, prestressed concrete water tank in Spokane, Washington. A major feature of the structure is the combination of single pie-shaped tees for the roof and single tees with exposed aggregate flanges for the circumferential wall. A synthetic liner is used on the inside of the tank to ensure the structure is water-tight. It is expected that this tank will provide the community with a long, safe and maintenance-free service life.
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