Historic Pittsburgh bridge gets a modern update

Rankin Bridge
Rankin Bridge

Originally built to accommodate streetcars and rising automobile traffic six decades ago, the historic Rankin Bridge has long served as a critical access point to Pittsburgh’s large steel industry.

Today, the four-lane, 505-ft-long cantilever bridge—a steel superstructure resting 75 ft above the Monongahela River on concrete piers—carries approximately 26,400 cars every day and serves as the main access point to Kennywood Amusement Park and the expansive, 260-acre Waterfront entertainment complex.

In recent years, government officials and engineers deemed the structure to be structurally deficient. However, considering the importance of the bridge to area commuters, officials had little choice but fund a $47.8 million overhaul that included a full rehabilitation of concrete piers; a new, wider deck; painting of the superstructure; and access lane improvements.

Allegheny County officials entrusted the massive job to Pittsburgh-based Mosites Construction Co., which specializes in roads, bridges and unique concrete structures. To help make the repairs, the company selected QUIKRETE Shotcrete MS – Fiber Reinforced from a Pennsylvania Department of Transportation (PennDOT) list of pre-approved repair materials.

In order to minimize the effects of corrosion over time, an integral corrosion inhibitor also was added during the manufacturing process.

“Originally, the pier work was specified form and pump,” said Dennis Bittner, a QUIKRETE regional sales representative. “However, through an on-site field evaluation, the contractor was able to demonstrate the viability of shotcrete as an alternative method of repair.”

Before applying the shotcrete, crews removed all loose and unsound material and pressure-washed the areas to remove any fractured concrete and expose the sound concrete below.   Workers then sandblasted existing rebar and replaced deficient rebar that could not be reused.

For the application of the shotcrete MS, Mosites Construction opted for a dry process method due to the stop-and-start nature of the work.

ACI-certified nozzlemen pre-dampened the mix to reduce dust and applied the shotcrete in depths up to 18 in. Crews then shaved the excess material and shaped the shotcrete to match the contour of the existing piers. Immediately after the shaping was completed, the piers were sprayed with a state-approved VOC-compliant curing compound.

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