As part of an ongoing project to extend University Avenue, one of the main arteries in Waterloo, Ontario, the City of Waterloo recently completed construction of the bridge at Colonial Creek. In response to environmental concerns, MTE Consultants designed the bridge to minimize the impact of the roadway over an existing creek.

The bridge deck and abutments are constructed of reinforced concrete and are abutted on all sides by segmental retaining wing-walls with geogrid reinforcement. The four wing-walls run nearly parallel with the existing water course and perpendicular to the bridge. Based on the location and proposed use, the design of the segmental retaining walls had to comply with several additional criteria.

Acting as bridge wing-walls, the analysis and design was conducted in accordance with the Ontario Highway Bridge Design Code, which currently calls for slightly higher margins of safety than the NCMA Design Manual for Segmental Retaining Walls. The presence of a creek in front of the wall required that special attention be paid to drainage at the wall face, scour protection and the wall embedment depth.

Finally, in an effort to minimize overall costs, the geogrid reinforcement design was optimized to allow reduced lengths as the walls tapered down to grade. At the maximum height, the segmental retaining walls (SRWs) stand approximately 7.7m (25ft), then taper down rapidly (2.5H:1V) to near grade. For erosion protection, rip-rap is positioned in front and at the ends of the walls. The total face area of the walls
is approximately 325 m2 (3500 square feet).

These walls highlight the capacity of the segmental retaining wall system to combine rugged performance with an aesthetic quality rarely found in heavy highway and bridge applications. With aesthetics becoming an increasingly important issue in large commercial and government projects, the solid strength and lasting beauty of the SRW system proves to be an attractive alternative to other retaining wall systems.

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