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Project

Washington Monument Renovation

At just over 555 feet, the Washington Monument is the tallest un-reinforced masonry edifice in the world.

Lead Contact

Project Details

Project Partners
Michael Graves & Associates
Owner
National Park Service
Location
Washington, D.C.
Completion Date
Height
555 ft
washington_monument_list
The Washington Monument Renovation in Washington, D.C. Thornton Tomasetti
washington_monument
The Washington Monument Renovation in Washington, D.C. Thornton Tomasetti
washington_monument
The Washington Monument Renovation in Washington, D.C. Thornton Tomasetti
washington_monument
The Washington Monument Renovation in Washington, D.C. Thornton Tomasetti
washington_monument
The Washington Monument Renovation in Washington, D.C. Thornton Tomasetti
washington_monument
The Washington Monument Renovation in Washington, D.C. Thornton Tomasetti

Overview

At just over 555 feet, the Washington Monument is the tallest un-reinforced masonry edifice in the world. Beginning in 1998, the monument went under an extensive, top-to-bottom restoration of its masonry walls, including the patching and re-pointing of stones, sealing of cracks, and cleansing of the exterior.

We provided historic preservation, structural and envelope renewal to Michael Graves & Associates for the renovation, which completed in 2001.

Highlights

  • We provided structural design and construction administration for a full-height exterior scaffold system to facilitate the restoration. The scaffolding tapered at a 1° angle to mirror the slope of the Monument and consisted of 37 linear miles of aluminum tubing with a total surface area of 3.2 acres.
  • No mechanical fasteners were attached to the monument. Instead, pre-stressed corner braces with plastic bearing pads provided lateral stability for the system.
  • The elevator and stairs concealed within the design required elimination of cross-supports in this section and necessitated the use of special horizontal trusses. This careful design not only protected Monument from further damage but also created a striking appearance.
  • Additional work included structural design of interior renovations, including modifications to floor framing for reconfiguration of the observation platforms, relocation of the existing stair to enhance visitor circulation, and testing of historic wrought iron to determine material properties and yield strength.