Tunstall Engineering Group

Bridge Engineering and Bridge Design.

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About the firm

Tunstall Engineering Group (TEG) is a structural and geotechnical engineering firm based in Cranberry Township, Pennsylvania, recognized for its expertise in complex bridge projects of all kinds. TEG supplies the critical link between engineering and construction, excelling in both design-bid-build and design-build environments. The team brings deep experience in bridge design, bridge rehabilitation, erection engineering, geotechnical engineering, and support of excavation.

Firm type
Structural Engineering · Geotechnical Engineering

Capabilities

Bridge Engineering

Service website

Comprehensive bridge engineering services from design through construction, with expertise in complex bridge projects including rehabilitation, demolition, and new design.

  • Bridge Design
  • Steel and Concrete Girder Erection

    Erection planning and calculations for steel and concrete girder bridge structures.

  • Truss Bridge Rehabilitation
  • Bridge Demolition
  • Bridge Jacking

Geotechnical Engineering

Service website

Geotechnical engineering services for structural and civil projects.

  • Support of Excavation
  • Slope Stability Analysis

Design-Build Structures

Service website

Full design-build delivery for structural projects.

Alternate Design Structures

Service website

Alternate design preparation and evaluation for bridge and structural projects.

Industries

Transportation · Bridges · Infrastructure

Projects

Andy Warhol Bridge Rehabilitation

Pittsburgh, PA · Bridges

Project details

Restoration of Pittsburgh's Andy Warhol (7th Street) Bridge, providing numerous construction engineering tasks.

CSVT River Bridge

Union/Northumberland Counties, PA · Bridges · Client: Century Steel

Project details

15-span, 4,545-foot long steel multi-girder bridge over the Susquehanna River. TEG provided steel girder erection plans and calculations, pier falsework, temporary towers up to 85 feet tall, work platforms, and spreader beams. Pier heights near 200 feet with spans as long as 350 feet required multiple finite element models.