An innovative design and construction of a bridge in Edmonton to carry bus traffic from a Light Rail Transit Station is described. The overpass crosses a high volume road at a very high skew and traverses a highly sensitive ground slope. The 455 m long bridge consists of 70 m long "Trellis" structure over the roadway and two "Trestles" type structures, 63 m and 322 m long. This arrangement avoided the traffic disruption on the roadway and is more economical than a conventional bridge. The cast-in-place concrete piles act as "shear keys" to provide stability to the soil slopes. The entire structure is designed and constructed as a contractor proposed value engineering alternative to the original tendered design consisting of a conventional two span bridge over the roadway and tangent pile retaining walls at the ground slope, resulting in over $ 0.5 M savings to the Owner. For the covering abstract of this conferenec see ITRD number E216597.
Abstract