Skip to main content

Square 487 Adaptive Reuse

Location: Washington, DC
Specialty Contractors: STRUCTURAL, Hardesty Concrete, Superior Iron Works

Adaptive reuse of the former WMATA headquarters transformed it into a structurally enhanced mixed-use landmark through extensive analysis and innovative reinforcement that increased load capacity and modernized outdated systems with minimal disruption.

Square 487 before conversion
Column enlargements
Completed installation of CSS Wrap™ System on column
Buttonhead Post-tensioning repair
CSS V-Wrap™ System to bottom-side
Square 487 after conversion

PROJECT DETAILS

Adaptive reuse is gaining momentum in the construction industry as a sustainable approach to development. By repurposing existing structures, it reduces environmental impact and revitalizes communities.

When the former Washington Metropolitan Area Transit Authority (WMATA) headquarters was repurposed, the structure was transformed from a commercial facility into a mixed-use property. To meet the design goals—including the addition of three new floors, relocation of the building core, creation of slab openings for enhanced views, and construction of a multi-story lobby—extensive structural modifications and reinforcement were needed.

Tstrata provided comprehensive analysis and design support. The team assessed strengthening requirements, evaluated reinforcement strategies, and recommended customized repair solutions. Tstrata then executed the necessary repairs using a range of advanced techniques.

Along the perimeter and central core of the building, concrete enlargement restored load capacity, corrected column slenderness and splice issues, and supported new steel framing with embedded connection plates.

To enhance overall load performance with minimal disruption to existing building systems, 16,000 square feet of Tstrata’ CSS V-Wrap™ System was installed across structural elements, increasing both shear and flexural capacity.

highlights

400,000 SF Structure
117 concrete columns enlarged (11-27 feet in length)
879 cord anchors
7,179 LF of CFRP rods
1,000 LF of epoxy injection
16,000 SF of Tstrata’ CSS V-Wrap™ System
De-tensioning and re-anchoring of 18 post-tensioning tendons