Name: USACE Centralized Fueling Station
Category: Civil Construction
T BAILEY, INC. fabricated, coated and delivered approximately 786 LF of 119” diameter ½” thick steel pipe in various lengths ranging from 5’ L – 43’ L, including 3 elbow sections, 12 ring girders, 24 slide bearing / fixed bearing supports, trash rack structure and 215’ of catwalk.
A 2006 Steel Tank Institute Tank of the Year Award-winning 160’ft high x 53’d welded steel water tank with a self-supported seal welded knuckle roof. The site was located in a new housing development and had very limited access and the developer requested minimal clearing on site.
The new 80’diameter x 115’h 4.2MG water tank sat on a 110′ diameter x 4.5′ thick mat foundation with a 5.5′ tall ringwall. The foundation contained over 1800 cy of concrete, 147 tons of rebar and 86 each 2 1/2" diameter anchor bolts. The project had a total of 7000 cy of mass excavation to accommodate the new foundation and detention pond.
Project included demolition/removal of an existing standpipe and construction of a new 2.5MG water reservoir, foundation, associated site earthwork/grading, utilities, electrical, telemetry, etc. The new foundation consisted of approximately 1000 cy of concrete to form a 87’ diameter mat foundation for the reservoir with 76 anchor bolts and approximately 144,000 lbs. of steel reinforcement.
T BAILEY, INC. built a new Pump Station for the private developer of the Maple RIdge Highlands to go along with the new 4Mg Water Reservoir and .5MG Standpipe.
Construction of a firefighting training facility including site work, structural steel mock-up, high temperature resistant concrete pads, control building, jet fuel fire simulation system, and electrical work.
The new concrete foundation for the 5.25MG Redmond Ridge Tank #2 was poured in one monolithic pour consisting of 7 lifts with a total of approx. 1300 cy to form a 87′ diameter mat containing 76 anchor bolts and approx. 144,000 lbs. of steel reinforcement.
Performed seismic upgrades on two existing water reservoirs, fabrication/erection of 2 additional water reservoirs, foundations, and associated sitework. Underground utilities included ductile iron piping with flexible connections and associated valves.
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