Raven Creek

Securing required environmental permits was quite difficult.  MPA negotiated extensively on behalf of the Client to ensure a reasonable product was delivered. Bridge alignment and construction issues arose on account of sharp skew angle.  MPA pursued economical alternatives to alleviate bearing issues created by the less than ideal geometry required by the site constraints.

Roles and Responsibilities: Design, Tender Preparation and Management, Construction Supervision, Post Construction

Project Details

Location: Caroline, Alberta
Original Structure: Three span (6.1-8.5-6.1 m) "PA" type precast concrete girders on a treated timber substructure.
Replacement Structure: Three span (6-8-6 m) "SL" type prestressed concrete girders on a steel substructure.
Before Replacement

Before Replacement

After Replacement

After Replacement