Completed in 2016
The bridge is formed by a stress-ribbon deck of 3 spans that is assembled of precast segments and cast-in-place saddles situated at the end abutments and piers.
Design: Stantec, Edmonton, Alberta
Structure length262 m
LocationEdmonton, Alberta, Canada
Span length77 + 100 + 85 m
Structure typeStress ribbon.
Width of the superstructure5.30 m
Scope of work
Jiri Strasky: Specialty consultant, checking of the design.
2017 Awards of Excellence in Concrete, American Concrete Institute, Alberta Chapter.