Complex Bridge Evaluation

 

 

 

 

 

 

 

 

Concrete Arch and Pre-Post Tensioned Bridge Ratings - PADOT, 6-0
Ratings for five earth filled spandrel reinforced concrete arch bridges and six pre-post tensioned pre-stressed concrete bridges using in-house developed computer analysis programs.  Rt. 1 Bridge over Neshaminy Creek (Bucks County) shown to the right.

3-D Influence Surface Model - I-95 BRI Project - PADOT

Rehabilitation of Betsy Ross Bridge Interchange ramps, including 58 spans. Many are curved-girder structures. Their design and seismic evaluation are performed using in-house developed computer programs and 3-D finite element methods.

 

Route 1&9 over the Hackensack River Vertical Lift Bridge - NJDOT

Engineering evaluation for resolving irregular seating problems.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fatigue at Floorbeam to Tied-Girder Connection Angle Evaluation - ACE

3-D local finite element  study for fatigue cracks at Floorbeam to Tied-Girder Connection Angle of the Chesapeake City Tied-Arch Bridge.