Submission ID 104017

Session Title ST - Transportation Structures
Title The Old Skeena River Bridge - Rehabilitation & Recoating of a 100-Year-Old Steel Truss
Abstract or description

The Old Skeena River Bridge is a 9-span, 341 m long, single lane bridge consisting of 3 steel stringer approach spans, 5 steel deck truss spans, & a steel through truss span, crossing over the Skeena River in Terrace, BC. The structure opened on July 21, 1925, was realigned to accommodate a parallel railway bridge in 1953, & the timber deck was replaced with an open grate steel deck in 2001. The bridge was last recoated in the early 1980’s & still contained red-lead primer.

The project included: 1) Close proximity inspection with ropes & ladders (2017) & snooper truck (2021); 2) Load evaluation of trusses for verification of existing posted live load restrictions & ability to carry the Ministry snooper truck inspection vehicle; 3) Evaluation of construction lateral wind load capacity during enclosed coating operations; 4) Steel coating renewal considering various coating systems & methodologies (overcoat vs. removal & recoating) combined with LCCA of the different options; 5) Installation of 6 new sidewalk refuge bays to accommodate passing along the bridge; 6) Replacement of corroded steel roller bearings with sliding elastomeric bearings, including strengthening to facilitate bridge jacking operations for bearing replacement; & 7) Replacement or repair of severely corroded members & plates.

There were numerous challenges & lessons learned during the design & construction process, including: 1) Inspection access for truss bridges & what is an appropriate expenditure on inspection during the design process; 2) Responding to unanticipated conditions uncovered following sandblasting – more corrosion than expected including complete penetrations; 3) Design considerations for repairs & strengthening of historic members – rivet removal & bolt installation; 4) Repair details developed during construction for ‘secondary’ members - damaged floor beams, stringers, gusset plates & bracing; 5) Repair details developed during construction for ‘primary’ members – truss diagonals & tension chords; & 6) Appropriate contingency allowances during construction & cooperation with the Contractor. This paper will provide a description of the project along with the solutions and responses to challenges encountered during construction, culminating in several lessons learned that can be applied to future projects.

Presentation Description (for Conference App)
Presenter and/or Author Information Scott Loptson, Morrison Hershfield Limited
Carl Wong, Morrison Hershfield Limited
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