A vertical load of 220 kN on each girder, positioned to produce the maximum effect. The Alternate Stud Shear Connector System is required. Timber and hardware for curbs required. Materials for grading strip not required. Bolts for bulkhead required.
Pipes risers to be bolt on type.
At about 3 km south of the Wells Gray Hotel just north the MOTH Clearwater River Bridge, turn west onto the gravel road. Go about 3 km, crossing the river again and going underneath the old highway, to a T Junction in the Industrial Park. Flange to web connections must be continuous fully automatic welds. The Welding Procedure Data Sheet, as per CSA Standard W47.1, Certification of Companies for Fusion Welding of Steel shall be provided. Where not specified all specs must meet the MOF Forest Service Bridge Design and Construction Manual.